HomeMy WebLinkAboutSUB201900156 Plan - Approved 2021-10-08VICINITY MAP: SCALE:1 2,000'
,Ian Franklin PE, LLC
PHASE 2
ROAD PLANS ASSOCIATED WITH SDP2018-31
BLOCK F, G, H, I, & i
S U B2019-00 156
OCTOBER 27, 2020
APPROVALS
PLANNING/ZONING
ENGINEER
BUILDING OFFICIAL
ARCHITECTURAL REVIEW BOARD
FIRE OFFICIAL
ACSA
APPROVED
by the Albemarle County
Community Development Department
Date 10/08/2021
File SUB201900156
IKeswick\616 /
Gas
EDGE�ILIOR ' �O
2 NV
<pD GAMPBRAN�H
�OOASP -AIIZ - miO
_ RY �R�
Shadwell s FP
TM: 79 ,s 1TM: 80
731 F• '� 90 ���..
^ CO �`s�' PTO \\ \ BR'OgDMOOR.DR
�w Qv Q 'A j 1I> Gm• ,
823 0
132 Milton l
v OWN
z THIStE�D�Y'RDL,. O.
00,
m i —
' 1p�
LK \ I FR �DOWNGj 2 H 5
_o
TM. 93 7N(, KIN/.., G O Fly .\� TM: 94
IBRq os, Ry °71 BRioG1L o =°/
836
. ON HILLS D
2000 ft "R �y7_
(�(N
1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2020.
2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2020.
3. 2019 SUPPLEMENT TO 2016 VDOT ROAD AND BRIDGE SPECIFICATIONS.
4. AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, 8TH EDITION, 2017.
5. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER
CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992.
6. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 8TH EDITION.
7. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, LATEST EDITION.
8. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE
CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF
ALBEMARLE, VIRGINIA, LATEST EDITION.
9. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND
FACILITIES, DATED 2009.
10. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011.
LEGEND
W
WATER LINE (EX. / PROP.) ----------------------------------
BOUNDARY / RIGHT-OF-WAY LINE
WV® WMO
WATER VALVE / METER
I.F.
IRON PIN FOUND
FHA-6
FIRE HYDRANT
I.S.
IRON PIN SET
YH-6
YARD HYDRANT -
SETBACK LINE
BOAe
BLOW -OFF ASSEMBLY — —
EASEMENT LIMITS
-
SS
SANITARY SEWER LINE (EX./PROP.)----------------------------------------
CENTERLINE
COo
CLEANOUT 670
CONTOUR LINE (EX. / PROP.)
MH-
MANHOLE <--3:�-- F2.50%
DEGREE / DIRECTION OF SLOPE
SD
STORM LINE (EX. / PROP.) 479.70
+
SPOT ELEVATION
DI d
STORM INLET
HP
HIGH POINT
YDN
YARD DRAIN
LP
LOW POINT
DSo
DOWNSPOUT
DITCH / SWALE
G
GAS LINE (EX. / PROP.)
WATER COURSE
GVO GMO
GAS VALVE / METER
BM*
BENCHMARK
OHE
OVERHEAD ELECTRIC (EX. / PROP.)
CG-2
VDOT STD. HEADER CURB
UGE
UNDERGROUND ELECTRIC (EX. / PROP.)
CG-6
VDOT STD. CURB & GUTTER
PRO
POWER POLE
CG-12
VDOT STD. HANDICAP RAMP
LP*
LIGHT POLE
HC
HANDICAP PARKING SYMBOL
DIP
DUCTILE IRON PIPE
GUYd
GUY WIRE
RCP
REINFORCED CONCRETE PIPE
EM=
ELECTRIC METER
CMP
CORRUGATED METAL PIPE
T❑
TRANSFORMER
PVC
POLYVINYLCHLORIDE PIPE
OHT
OVERHEAD COMMUNICATIONS (EX. / PROP.)
HDPE
HIGH -DENSITY POLYETHYLINE PIPE
UGT
UNDERGROUND COMMUNICATIONS (EX. / PROP.)
VC
VITRIFIED CLAY PIPE
PED❑
UTILITY PEDESTAL
FFE
FINISHED FLOOR ELEVATION
TBR
TO BE REMOVED
SWM / DWM o/6a
SINGLE / DOUBLE WATER METER
TBT
TO BE TRANSPLANTED
GV p4
GATE VALVE
TBS
TO BE SAVED
BOA o
BLOW OFF ASSEMBLY
HEET INDEX
SHEET2
NOTES
SHEET 3
PRE -DEVELOPMENT CONDITIONS
SHEET 4
PHASE 2 MASTER PLAN
SNEER 6
A 4F!PjIT-* & REGREATIGN SPAGE-EXI IN34T
SHEET 6
ROAD TYPICAL SECTIONS & DETAILS
SHEET 7
DETAILS
SHEET 8
ROUTE 250 IMPROVEMENTS
SHEET 9-19
LAYOUT PLANS
SHEET 20-22
SIGHT LINE PROFILES
SHEET 23-26
ROAD PROFILES
SHEET 27-37
GRADING & UTILITY PLANS
SHEET 38
STORM AND SANITARY STRUCTURE TABLES
SHEET 39-43
SANITARY SEWER PROFILES
SHEET 44-47
WATERLINE PROFILES
SHEET 48
SANITARY SEWER & WATERLINE DETAILS
SHEET 49
WATERLINE DETAILS
SHEET 50-60
LANDSCAPE PLANS
SHEET 62
DRAINAGE AREA MAP
SHEET 63
DRAINAGE CALCULATIONS
SHEET 64-68
STORM DRAIN PROFILES
APPROVED CTM PLAN
SHEET 71
SHEET 72-75
BRIDGECOR ARCH BRIDGE DETAILS
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
OF'
Alan G. Franklin
Lic. No. 35326 w
10-01-2021
AL
�; '.0NAL
Ate\
W
2 w
v (D Q
1''. L) < V
Vff�_nn
Olf
U J >
O ,J
M �
W
N Z
W a O
�
Q U
Z LU
000-0
LL O � �
cn CO
Z > J
L.L ry
O�/
LL
KEY
W
W
2
)
N
0.
W
O
U
ISSUED: 02-20-20
SCALE:
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
09/02/21 - BRIDGEANALL COMMENTS
SHEET
VDOT
OF 75
GENERAL NOTES:
PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS
1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. UNLESS
SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS
RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS,
INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS.
2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE
REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED.
EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN UNDERGROUND
FEATURES.
3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND
ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL
ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND
PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES.
4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON -SITE.
5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE
CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF
THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CONTRACTOR
SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER.
6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED ON
THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES,
SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING
EXACT PLACEMENT OF BUILDINGS ON SITE.
7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF
HIS / HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO
EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE
PROCEEDING WITH THE WORK.
8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE
ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON -SITE.
THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE /
SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER,
CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION,
PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING
CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE
DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER.
9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING GRADING
OF THE SITE..
10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING
PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER
AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE.
11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO
THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE
EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR.
12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL
NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE
FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL
OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS.
13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A
PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT).
14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED
PRE -CONSTRUCTION CONFERENCE.
15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK
ASPECT OF THE SITE WORK IS STILL UNDERWAY.
16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE.
17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN
AND PERIMETER MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR
SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT
ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE OWNER SHALL BE
RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND.
18. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS
2:1(HORIZONTAUVERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL
SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC-2 SLOPE STABILIZATION MAT.
19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS
DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
20. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND
STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY
ENGINEER.
21. ALL CURBING SHALL BE VDOT STANDARD CG-2, CG-6, CG-3, OR CG-7 AS NOTED ON THE PLANS.
22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9' x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16,
WHERE A Z OVERHANG IS POSSIBLE.
23. ALL OFF -SITE PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.
24. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8' X 18' AND
ADJACENT TO A 5' X 18' PAINT -OUT AISLE OR A 8' X 18' PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES.
25. LOADING SPACES TO BE 12' x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.
26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30".
27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES.
28. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE
12' WIDE.
29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY
DIRECTION.
30. DUMPSTER PADS TO BE MINIMUM 10' x 10'. AN ADDITIONAL V IS REQUIRED IN FRONT FOR WHEEL BEARING.
31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21-A STONE
BASE, WITH UNDERDRAINS (UD-4, ETC. IF REQUIRED) PER VDOT STANDARDS.
32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND
SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N-12 OR EQUAL W/ VDOT
STANDARD PB-1 BEDDING.
33. ALL PVC CONDUIT SHALL BE SCHEDULE 40.
34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER
TUBING.
35. ALL SANITARY SEWER LATERALS TO BE SDR-35 PVC AS A MINIMUM
36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SECTIONS
SHOWN ON THE PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE.
37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED SUBGRADE ELEVATIONS.
38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN Y INCH OF REQUIRED FINISH ELEVATIONS.
39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS.
40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS.
41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED CORRESPONDING
ELEVATIONS.
42. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE
MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE
COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN
ACCORDANCE WITH TYPICAL NURSERY PRACTICES.
43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES
WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTALS SHALL BE GROUPED TOGETHER.
CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND EXTEND CONDUITS PAST THE BACK OF CURB OR SIDEWALK. TURN
ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE.
44. ALL STRUCTURAL FILL SHALL BE A MINIMUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST.
45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)
STANDARDS.
46. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT
REQUIRE STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE INSPECTION AS OUTLINED IN THE USBC.
47. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL
BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE.
48. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION
PERFORMED BY THE BUILDING DEPARTMENT.
49. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS.
50. DUE TO REQUIRED DISTANCES FROM LOT LINES AND STRUCTURES AS REQUIRED BY THE NFPA, UNDERGROUND PROPONE TANKS
MAY BY PROHIBITED.
51. ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE 2020 VDOT ROAD AND BRIDGE SPECIFICATIONS.
52. ALL CONCRETE SHALL BE CLASS A3 OR CLASS A4 IN ACCORDANCE WITH THE 2020 VDOT ROAD AND BRIDGE SPECIFICATIONS.
ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES
1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE
RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND
WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND
LINES AND STRUCTURES AS NECESSARY.
3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER
CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY.
4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF THE
PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC.
7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF
THE LINE.
9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT.
10. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE
PROVIDED TO THE OWNER OR HIS REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED
SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST.
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS
1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A
PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT
ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT
SHALL GOVERN.
2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS
OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN
AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED.
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR
BETTER ARE TO BE ACHIEVED.
6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR
DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL.
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY
(29 CFR PART 1926).
ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR
MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS
PERFORMED ON THE SUBGRADE SOIL. THREE 3 COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE
SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND
SUBMITTED WITH THE TEST RESULTS FOR APPROVAL.
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO
ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL
WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED
AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF
THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4)
FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED
TO SEVEN 7 FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH SHOULDER WIDTH AND DITCH SECTIONS AS SHOWN ON THE TYPICAL PAVEMENT
SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS
PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES
AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR CONTRACTOR WHEN,
IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND
CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR
PUBLIC ROADS.
12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS
AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR
COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION
PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT.
WAIVERS (ZMA 2013-00012) APPROVED BY BOS 07/09/14:
1. SECTION 4.6.3.X. -- LOTS, YARDS, ADJACENT TO STREETS, ALLEYS AND SHARED DRIVEWAYS
2. SECTION 4.11.1 -- COVERED PORCHES
3. SECTION 4.11.1 AND 4.11.2 -- STRUCTURES IN REQUIRED YARDS AND ACCESSORY STRUCTURES
4. SECTION 4.12.9 STREET AND ALLEY PARKING
5. SECTION 4.12.13 -- LOADING AREAS. THIS WAS APPROVED FOR BLOCK E IN THE 2007 REZONING, WHICH IS NOW IDENTIFIED IN THE 2013
REZONING AS BLOCK D.
6. SECTION 4.12.4 -- PARKING AREAS. CHANGE THE REFERENCE FROM BLOCK E TO BLOCK D
7. SECTION 4.12.6 -- MINIMUM NUMBER OF PARKING SPACES FOR SCHEDULED USES. CHANGE THE REFERENCE FROM BLOCK E TO BLOCK D.
8. SECTION 4.15.5.3 -- ALLOWS FOR SIGNS IN THE PUBLIC RIGHT OF WAY.
9. SECTION 4.15.11 --SETBACK REQUIREMENTS FOR SIGNS IN NMD ZONING DISTRICTS.
10. SECTION 4,16 -- RECREATIONAL AREA REGULATIONS
11. SECTION 4.17.4(B)-- LIGHTING STANDARDS.
12. SECTION 14-233 - PRIVATE STREETS
13. SECTION 14-409D -- COORDINATION AND EXTENSION OF STREETS.
14. SECTION I4-422-- SIDEWALKS AND PLANTING STRIPS
15. SECTION 4.16.2 -- MINIMUM RECREATIONAL FACILITIES
TRIP GENERATION ESTIMATES:
CODE LAND USE AVG. WEEKDAY TRIPS ADJ. STREET PEAKS SATURDAY SUNDAY
(PER UNIT) AM (PER UNIT) PM (PER UNIT)
210 SINGLE-FAMILY DETACHED 957 0.75 1.01 101 878
84 804 63 85 848 738
230 CONDOMINIUM / TOWNHOUSE / DUPLEX
5.86
0.44
0.52
5.67
100
586
44
52
667
412 COUNTY PARK (PER ACRE)
2.28
0.02
0.09
12.14
31.74
72
1
3
385
TRIPS GENERATED (PHASE 2)
1,390
107
137
1,415
4.84
484
4.13
131
1,222
PROFFERS:
1. COMMUNITY DEVELOPMENT AUTHORITY PARTICIPATION: TO MITIGATE IMPACTS FROM THIS DEVELOPMENT, THE OWNER SHALL,
UPON REQUEST BY THE COUNTY (SUCH REQUEST TO BE MADE BY THE COUNTY WITHIN 90 DAYS OF ZMA APPROVAL), PETITION FOR
AND CONSENT TO ANY LOT OR UNIT (AS THE CASE MAY BE) DESIGNATED ON THE APPLICATION PLAN FOR NON-RESIDENTIAL USES TO
PARTICIPATE IN A COMMUNITY DEVELOPMENT AUTHORITY ("CDA") ESTABLISHED PURSUANT TO SECTION 15.2-5152, ET SEQ. OF THE
CODE OF VIRGINIA ("CODE").
THE CDA, IF CREATED, WILL BE CREATED FOR THE PURPOSE OF IMPLEMENTING TRANSPORTATION IMPROVEMENTS LOCATED ALONG
ROUTE 250 EAST BETWEEN THE PROPERTY AND THE INTERSTATE 64 INTERCHANGE TO THE WEST. IN THE EVENT THAT A LOT OR
BUILDING, AS DESIGNATED IN THE FINAL AND APPROVED APPLICATION PLAN, CONTAINS BOTH RESIDENTIAL AND NON-RESIDENTIAL
UNITS, ONLY THE NON-RESIDENTIAL UNITS SHALL PARTICIPATE IN THE CDA.
2. CASH PROFFER FOR CAPITAL IMPROVEMENTS: IN ORDER TO MITIGATE IMPACTS FROM THIS DEVELOPMENT, THE OWNER SHALL
CONTRIBUTE CASH FOR EACH MARKET RATE RESIDENTIAL UNIT CONSTRUCTED WITHIN THE PROPERTY TO ALBEMARLE COUNTY FOR
THE STATED PURPOSE OF EITHER FUNDING TRAFFIC IMPROVEMENT PROJECTS WITHIN OR IMMEDIATELY ADJACENT TO THE VILLAGE
OF RIVANNA AS IDENTIFIED IN THE COUNTY'S CAPITAL IMPROVEMENTS PROGRAM OR SCHOOL PROJECTS AT STONE-ROBINSON
ELEMENTARY SCHOOL, BURLEY MIDDLE SCHOOL, AND MONTICELLO HIGH SCHOOL AS IDENTIFIED IN THE COUNTY SCHOOL'S CAPITAL
IMPROVEMENTS PROGRAM.
THE CASH CONTRIBUTIONS SHALL BE AT THE FOLLOWING RATES: THREE THOUSAND, FIVE HUNDRED DOLLARS ($3,500.00) FOR EACH
SINGLE FAMILY DETACHED UNIT, THREE THOUSAND DOLLARS ($3,000.00) FOR EACH TOWNHOUSE UNIT OR OTHER SINGLE FAMILY
ATTACHED UNIT, AND TWO THOUSAND, FIVE HUNDRED DOLLARS ($2,500.00) FOR EACH MULTIFAMILY UNIT. RESIDENTIAL UNITS PAYING
CASH IN LIEU OF AN AFFORDABLE DWELLING UNIT AS PROVIDED IN PARAGRAPH 9, AND OTHER AFFORDABLE DWELLING UNITS SHALL
BE EXEMPT FROM THIS PARAGRAPH 2. THE CASH CONTRIBUTION SHALL BE PAID AFTER COMPLETION OF THE FINAL INSPECTION AND
PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY FOR SUCH APPLICABLE RESIDENTIAL DWELLING UNIT.
IF THE CASH CONTRIBUTION HAS NOT BEEN EXHAUSTED BY THE COUNTY FOR THE STATED PURPOSES WITHIN TEN (10) YEARS FROM
THE DATE OF THE ISSUANCE OF THE LAST RESIDENTIAL BUILDING PERMIT WITHIN RIVANNA VILLAGE, ALL UNEXPENDED FUNDS SHALL
BE APPLIED TO ANY PUBLIC PROJECT OR PROGRAM SERVING THE VILLAGE OF RIVANNA.
r_1, 11 UL•1 W_1111111111,91 L 19 I I Ito] YN_69 : 19 0s] a a 9:; K
BEGINNING JANUARY 1, 2014, THE AMOUNT OF EACH CASH CONTRIBUTION REQUIRED HEREIN SHALL BE ADJUSTED ANNUALLY UNTIL
PAID, TO REFLECT ANY INCREASE OR DECREASE FOR THE PRECEDING CALENDAR YEAR IN THE MARSHALL AND SWIFT BUILDING COST
INDEX ("MSI"). IN NO EVENT SHALL ANY CASH CONTRIBUTION AMOUNT BE ADJUSTED TO A SUM LESS THAN THE AMOUNT INITIALLY
ESTABLISHED BY THESE PROFFERS. THE ANNUAL ADJUSTMENT SHALL BE MADE BY MULTIPLYING THE PROFFERED CASH
CONTRIBUTION AMOUNT FOR THE PRECEDING YEAR BY A FRACTION, THE NUMERATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER
1 IN THE PRECEDING CALENDAR YEAR AND THE DENOMINATOR OF WHICH SHALL BE THE MSI AS OF DECEMBER 1 IN THE YEAR
PRECEDING THE CALENDAR YEAR MOST RECENTLY ENDED. FOR EACH CASH CONTRIBUTION THAT IS BEING PAID IN INCREMENTS, THE
UNPAID INCREMENTAL PAYMENTS SHALL BE CORRESPONDINGLY ADJUSTED EACH YEAR.
3. ROUTE 250 AND EASTERN ENTRANCE IMPROVEMENTS: TO MITIGATE TRAFFIC IMPACTS, THE OWNER SHALL EITHER CONSTRUCT
LEFT AND RIGHT TURN LANES ON ROUTE 250 AT THE EASTERN ENTRANCE TO THE PROPERTY OR BOND THESE IMPROVEMENTS PRIOR
TO APPROVAL OF THE FIRST SITE PLAN OR SUBDIVISION PLAT FOR THE DEVELOPMENT.
THE OWNER SHALL INSTALL THE TRAFFIC SIGNALIZATION REQUIRED BY THE VIRGINIA DEPARTMENT OF TRANSPORTATION ("VDOT") AT
THE INTERSECTION OF ROUTE 250 FOR THE EASTERN ENTRANCE TO THE PROPERTY AT SUCH POINT IN TIME THAT VDOT TRAFFIC
SIGNALIZATION WARRANTS ARE MET AND VDOT REQUESTS THE INSTALLATION OF SUCH SIGNAL, PROVIDED THAT SUCH REQUEST
FROM VDOT IS MADE PRIOR TO THE COMPLETION OF RIVANNA VILLAGE, WHICH FOR THE PURPOSES OF THIS PARAGRAPH SHALL BE
DEEMED TO BE THE LATER OF (1) THE DATE OF APPROVAL AND RECORDATION OF THE SUBDIVISION PLAT CREATING INDIVIDUAL
RESIDENTIAL LOTS IN THE FINAL BLOCK PERMITTING RESIDENTIAL LOTS OR (11) THE DATE OF FINAL SITE PLAN APPROVAL FOR THE
FINAL UNDEVELOPED BLOCK WITHIN THE PROPERTY.
c 1 . L - lYd4 p
_�LYl4.YR ].k/_1>fAL ]u.
S. CONSTRUCTION OF STEAMER DRIVE IMPROVEMENTS: THE OWNER'S OBLIGATION TO CONSTRUCT THE IMPROVEMENTS ON TMP
093A1-00-00-00200, INCLUDING THE SIDEWALK AND PEDESTRIAN PATHWAY SHOWN WITHIN SUCH PARCEL ON THE APPLICATION PLAN,
SHALL BE DEEMED SATISFIED WHEN CONSTRUCTION IS COMPLETE OR IF THE OWNERS OF TMP 093A1-00-00-00200 DO NOT GRANT THE
REQUIRED EASEMENTS OR OTHER INTERESTS IN THE LAND SO AS TO PERMIT THE CONSTRUCTION AND MAINTENANCE OF SUCH
IMPROVEMENTS PRIOR TO COUNTY APPROVAL OF THE FINAL SITE PLAN OR SUBDIVISION PLAT FOR THE LANDS IMMEDIATELY
ADJACENT TO THESE IMPROVEMENTS. FAILURE OF THE OWNERS OF TMP 093A1-00-00-00200 TO GRANT THE REQUIRED EASEMENTS
SHALL NOT RELIEVE THE OWNER OF THE OBLIGATION TO PROVIDE STORMWATER MANAGEMENT FOR BLOCKS A AND H AND, IF THE
REQUIRED EASEMENTS ARE NOT PROVIDED, ALTERNATIVE STORMWATER MANAGEMENT (TO BE CONSISTENT WITH THE STORMWATER
REQUIREMENTS FOR THE OVERALL PROJECT) WILL BE PROVIDED WHICH DOES NOT COMPROMISE THE DESIGN OF BLOCKS A AND H.
6. CONSTRUCTION AND DEDICATION OF PARKS AND RECREATION IMPROVEMENTS: TO MITIGATE IMPACTS ON EXISTING PUBLIC
FACILITIES, THE OWNER, AT ITS EXPENSE, SHALL, AT THE REQUEST OF THE COUNTY, ENGINEER, CONSTRUCT, AND DEDICATE IN FEE
SIMPLE TO THE COUNTY A PARK COMPRISED OF APPROXIMATELY 18.4 ACRES LOCATED IN BLOCK J AND PARK IMPROVEMENTS TO BE
LOCATED IN BLOCK J (THE "COMMUNITY PARK"). THE IMPROVEMENTS TO BE CONSTRUCTED IN BLOCK J ARE SET FORTH IN THE CODE
OF DEVELOPMENT (THE "PARK IMPROVEMENTS"). THE PARK IMPROVEMENTS SHALL BE BUILT OR BONDED PRIOR TO THE ISSUANCE OF
THE CERTIFICATE OF OCCUPANCY FOR THE 137TH RESIDENTIAL UNIT WITHIN THE PROPERTY.
THE OWNER SHALL DEDICATE THE COMMUNITY PARK TO THE COUNTY UPON COMPLETION OF THE PARK IMPROVEMENTS OR EARLIER
UPON REQUEST OF THE COUNTY. IF DEDICATED PRIOR TO COMPLETION OF THE REQUIRED PARK IMPROVEMENTS, THE
RESPONSIBILITY FOR IMPLEMENTATION OF THIS PROFFER SHALL RUN WITH THE RESIDUE OF THE PROPERTY. THE OWNER AND THE
COUNTY ACKNOWLEDGE THAT THE COUNTY MAY ASSUME RESPONSIBILITY FOR MAINTENANCE FOR COMPLETED PORTIONS OF THE
COMMUNITY PARK PRIOR TO DEDICATION. THE OWNER AND THE COUNTY FURTHER ACKNOWLEDGE THAT THE OWNER PROFFERS THE
COMMUNITY PARK SUBJECT TO THE COUNTY PASSING A RESOLUTION CONCURRENT WITH ZMA APPROVAL WHEREBY PROFFER
NUMBER 2 OF ZMA-79-016 IS DEEMED SATISFIED.
TO FURTHER MITIGATE IMPACTS ON EXISTING PUBLIC FACILITIES, THE OWNER, AT ITS EXPENSE, SHALL, AT THE REQUEST OF THE
COUNTY, ENGINEER, CONSTRUCT AND DEDICATE IN FEE SIMPLE TO THE COUNTY ADDITIONAL OPEN SPACE AREAS CONTAINING
APPROXIMATELY 13.26 ACRES IN THE AGGREGATE AS SHOWN ON THE APPLICATION PLAN THE "LINEAR PARK AREAS'). THE OWNER
SHALL DEDICATE INDIVIDUAL PORTIONS OF THE LINEAR PARK AREAS UPON THE COMPLETION OF SUCH AREAS AS THEY ARE
CONSTRUCTED AS PART OF THE IMPROVEMENTS WITHIN THE BLOCK WITHIN WHICH THE AREAS ARE LOCATED, OR LATER AS MAY BE
REQUIRED BY THE COUNTY.
IF THE LAND TO BE DEDICATED TO THE COUNTY FOR EITHER THE COMMUNITY PARK OR THE LINEAR PARK AREAS IS NOT DEDICATED
AS PART OF A SITE PLAN OR SUBDIVISION PLAT, THE OWNER SHALL PAY THE COSTS OF SURVEYING THE LAND AND PREPARING THE
DEEDS OF DEDICATION. THE OWNER SHALL CONSTRUCT THE TRAILS THROUGH THE LINEAR PARK AREAS WITHIN TWELVE (12)
MONTHS AFTER THE APPROVAL BY THE COUNTY OF THE FIRST SUBDIVISION PLAT OR SITE PLAN APPLICABLE TO ANY PORTION OF A
BLOCK WITHIN WITH THE TRAILS ARE LOCATED.
7. ROUTE 250 LANDSCAPE BUFFER AND RIGHT OF WAY DEDICATION: TO ESTABLISH A LANDSCAPED BUFFER ALONG THE ROUTE
250 ENTRANCE CORRIDOR AND ACCOMMODATE POTENTIAL FUTURE IMPROVEMENTS TO ROUTE 250, THE OWNER SHALL ESTABLISH A
MINIMUM SEVENTY (70) FOOT RESERVATION ZONE (THE "RESERVATION ZONE" AND THIRTY (30) FOOT LANDSCAPE BUFFER ALONG
ROUTE 250 (THE "LANDSCAPE BUFFER") AS SHOWN ON THE APPLICATION PLAN, THE USE AND MAINTENANCE OF WHICH IS DESCRIBED
IN THE CODE OF DEVELOPMENT. THE RESERVATION ZONE AND LANDSCAPE BUFFER SHALL BE RESERVED FOR PUBLIC USE AND
DEDICATED UPON THE REQUEST OF THE COUNTY, SUBJECT TO THE TERMS OF THE CODE OF DEVELOPMENT. PRIOR TO DEDICATION
OF THE RESERVATION ZONE AND THE LANDSCAPE BUFFER, THE OWNER SHALL MAINTAIN THE EXISTING VEGETATION WITHIN THE
RESERVATION ZONE AND LANDSCAPE BUFFER SUBJECT TO THE FOLLOWING CONDITIONS: (A) THE OWNER RETAINS THE RIGHT TO
REMOVE TREES AND UNDERGROWTH WHERE NECESSARY TO MAINTAIN A GROOMED EDGE IN THE RESERVATION ZONE; (B) THE
TERMS OF THE CODE OF DEVELOPMENT OF THIS PROFFER STATEMENT; (C) ANY REQUIREMENTS OF THE COUNTY ARCHITECTURAL
REVIEW BOARD; AND (D) ANY DISTURBANCE REQUIRED AS PART OF ANY IMPROVEMENTS BEING MADE TO ROUTE 250 OR
CONSTRUCTION OF THE ENTRANCE TO THE PROJECT FROM ROUTE 250. UTILITIES ALLOWED IN THE RESERVATION ZONE AND
LANDSCAPE BUFFER ARE LIMITED TO THOSE APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT (OR DESIGNEE) THAT DO
NOT PRECLUDE OR CONFLICT WITH ENTRANCE CORRIDOR LANDSCAPING REQUIREMENTS. STANDARDS FOR LANDSCAPING WITHIN
THE RESERVATION ZONE MAY BE ESTABLISHED BY THE ARB DURING THE CERTIFICATE OF APPROPRIATENESS PROCESS WHERE
DEVELOPMENT IS SUBJECT TO ARB REVIEW. LANDSCAPING WITHIN THE LANDSCAPE BUFFER SHALL BE SUBJECT TO ARB REVIEW, AND
SHALL BE INSTALLED IN CONJUNCTION WITH THE WIDENING OF ROUTE 250 (OR SOONER, IF DESIRED BY THE OWNER). NOTHING
HEREIN SHALL PRECLUDE THE OWNER OR DESIGNEE FROM ADDING LANDSCAPING TO THE LANDSCAPE BUFFER PRIOR TO THE
WIDENING OF ROUTE 250 TO SCREEN AND/OR BUFFER NEW HOMES WITHIN THE PROJECT FROM ROUTE 250 AS NEEDED IN THE
OWNER'S DISCRETION. ONCE PLANTED, THE LANDSCAPE BUFFER AND ALL LANDSCAPING THEREIN SHALL BE MAINTAINED BY THE
HOMEOWNERS' ASSOCIATION OF RIVANNA VILLAGE.
AFTER DEDICATION AND UNTIL THE SUBJECT REGIONAL TRANSPORTATION IMPROVEMENTS ARE FUNDED FOR CONSTRUCTION, THE
OWNER SHALL, AT THE REQUEST OF THE COUNTY, MAINTAIN THE RESERVATION ZONE AND LANDSCAPE BUFFER UNTIL REQUESTED BY
THE COUNTY TO NO LONGER DO SO; PROVIDED, HOWEVER, DURING THE PERIOD OF OWNER MAINTENANCE, THE OWNER SHALL ENJOY
THE RIGHT OF EXCLUSIVE USE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER FOR PURPOSES OF LANDSCAPED OPEN SPACE,
SIGNAGE, UTILITIES AND/OR OTHER PURPOSES DESCRIBED IN THE CODE OF DEVELOPMENT. UPON BEING REQUESTED BY THE
COUNTY TO FOREGO MAINTENANCE OF THE RESERVATION ZONE AND LANDSCAPE BUFFER, THE OWNER SHALL CEASE ALL USE OF
THE RESERVATION ZONE AND LANDSCAPE BUFFER AND REMOVE, TO THE EXTENT REQUESTED BY THE COUNTY, ALL IMPROVEMENTS
CONSTRUCTED OR INSTALLED BY THE OWNER WITHIN THE RESERVATION ZONE AND LANDSCAPE BUFFER.
8. LANDSCAPE BUFFER ALONG GLENMORE WAY: TO MITIGATE IMPACTS TO GLENMORE WAY, THE OWNER SHALL PROVIDE A
MINIMUM SEVENTY (70) FOOT LANDSCAPE BUFFER ALONG GLENMORE WAY AS SHOWN ON THE APPLICATION PLAN AND REGULATED
BY THE CODE OF DEVELOPMENT.
9. AFFORDABLE HOUSING: THE OWNER SHALL PROVIDE AFFORDABLE HOUSING EQUAL TO FIFTEEN PERCENT (15%) OF THE TOTAL
RESIDENTIAL UNITS CONSTRUCTED ON THE PROPERTY, IN THE FORM OF FOR -SALE AND/OR FOR -RENT UNITS, SUBJECT ALWAYS TO
THE TERMS AND CONDITIONS CONTAINED HEREIN (THE "AFFORDABLE HOUSING REQUIREMENT"). A SITE PLAN OR SUBDIVISION PLAT
SHALL DESIGNATE THE UNITS, AS APPLICABLE, THAT WILL, SUBJECT TO THE TERMS AND CONDITIONS OF THIS PARAGRAPH 9,
INCORPORATE AFFORDABLE UNITS AS DESCRIBED HEREIN. THE OWNER SHALL CONVEY THE RESPONSIBILITY OF CONSTRUCTING THE
AFFORDABLE UNITS TO THE SUBSEQUENT OWNER OF THE LOTS OR BLOCKS WHERE THE AFFORDABLE UNITS WILL BE LOCATED. THE
SUBSEQUENT OWNER/BUILDER SHALL CREATE UNITS AFFORDABLE TO HOUSEHOLDS WITH INCOMES LESS THAN EIGHTY
PERCENT (80%) OF THE AREA MEDIAN INCOME SUCH THAT HOUSING COSTS CONSISTING OF PRINCIPAL, INTEREST, REAL ESTATE
TAXES, AND HOMEOWNERS INSURANCE ("PITI") DO NOT EXCEED THIRTY PERCENT (30%) OF THE GROSS HOUSEHOLD INCOME.
A. FOR -SALE AFFORDABLE UNITS. ALL PURCHASERS OF THE FOR -SALE AFFORDABLE UNITS SHALL BE APPROVED BY THE
ALBEMARLE COUNTY HOUSING OFFICE OR ITS DESIGNEE. THE SUBSEQUENT OWNER/BUILDER SHALL PROVIDE THE COUNTY OR ITS
DESIGNEE A PERIOD OF NINETY (90) DAYS TO IDENTIFY AND PREQUALIFY AN ELIGIBLE PURCHASER FOR THE AFFORDABLE UNITS. THE
NINETY (90)-DAY PERIOD SHALL COMMENCE UPON WRITTEN NOTICE FROM THE THEN -CURRENT OWNER/BUILDER THAT THE UNIT(S)
WILL BE AVAILABLE FOR SALE. THIS NOTICE SHALL NOT BE GIVEN MORE THAN SIXTY (60) DAYS PRIOR TO RECEIPT OF THE
CERTIFICATE OF OCCUPANCY FOR THE APPLICABLE UNIT. IF THE COUNTY OR ITS DESIGNEE DOES NOT PROVIDE A QUALIFIED
PURCHASER DURING THE NINETY (90)-DAY PERIOD, THE THEN -CURRENT OWNER/BUILDER SHALL HAVE THE RIGHT TO SELL THE
UNIT(S) WITHOUT ANY RESTRICTION ON SALES PRICE OR INCOME OF THE PURCHASER(S). THIS PARAGRAPH SHALL APPLY ONLY TO
THE FIRST SALE OF EACH OF THE FOR -SALE AFFORDABLE UNITS.
B. FOR -RENT AFFORDABLE UNITS
(1) RENTAL RATES. THE INITIAL NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT SHALL NOT EXCEED THE THEN -CURRENT
AND APPLICABLE MAXIMUM NET RENT RATE APPROVED BY THE COUNTY HOUSING OFFICE. IN EACH SUBSEQUENT CALENDAR YEAR,
THE MONTHLY NET RENT FOR EACH FOR -RENT AFFORDABLE UNIT MAY BE INCREASED UP TO THREE PERCENT (3%). FOR PURPOSE OF
THIS PROFFER STATEMENT, THE TERM "NET RENT" MEANS THAT THE RENT DOES NOT INCLUDE TENANT -PAID UTILITIES. THE
REQUIREMENT THAT THE RENTS FOR SUCH FOR -RENT AFFORDABLE UNITS MAY NOT EXCEED THE MAXIMUM RENTS ESTABLISHED IN
THIS PARAGRAPH 9B SHALL APPLY FOR A PERIOD OF FIVE (5) YEARS FOLLOWING THE DATE THE CERTIFICATE OF OCCUPANCY IS
ISSUED BY THE COUNTY FOR EACH FOR -RENT AFFORDABLE UNIT, OR UNTIL THE UNITS ARE SOLD AS LOW OR MODERATE COST UNITS
QUALIFYING AS SUCH UNDER EITHER THE VIRGINIA HOUSING DEVELOPMENT AUTHORITY, FARMERS HOME ADMINISTRATION, OR
HOUSING AND URBAN DEVELOPMENT, SECTION 8, WHICHEVER COMES FIRST (THE "AFFORDABLE TERM").
(2) CONVEYANCE OF INTEREST. ALL DEEDS CONVEYING ANY INTEREST IN THE FOR -RENT AFFORDABLE UNITS DURING THE
AFFORDABLE TERM SHALL CONTAIN LANGUAGE RECITING THAT SUCH UNIT IS SUBJECT TO THE TERMS OF THIS PARAGRAPH 9B. IN
ADDITION, ALL CONTRACTS PERTAINING TO A CONVEYANCE OF ANY FOR -RENT AFFORDABLE UNIT, OR ANY PART THEREOF, DURING
THE AFFORDABLE TERM SHALL CONTAIN A COMPLETE AND FULL DISCLOSURE OF THE RESTRICTIONS AND CONTROLS ESTABLISHED
BY THIS PARAGRAPH 9B. AT LEAST THIRTY (30) DAYS PRIOR TO THE CONVEYANCE OF ANY INTEREST IN ANY FOR -RENT AFFORDABLE
UNIT DURING THE AFFORDABLE TERM, THE THEN -CURRENT OWNER SHALL NOTIFY THE COUNTY IN WRITING OF THE CONVEYANCE
AND PROVIDE THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE POTENTIAL GRANTEE, AND STATE THAT THE REQUIREMENTS OF
THIS PARAGRAPH 9B HAVE BEEN SATISFIED.
(3) REPORTING RENTAL RATES. DURING THE AFFORDABLE TERM, WITHIN THIRTY (30) DAYS OF EACH RENTAL OR LEASE TERM
FOR EACH FOR -RENT AFFORDABLE UNIT, THEN THEN -CURRENT OWNER SHALL PROVIDE TO THE ALBEMARLE COUNTY HOUSING
OFFICE A COPY OF THE RENTAL OR LEASE AGREEMENT FOR EACH SUCH UNIT RENTED THAT SHOWS THE RENTAL RATE FOR SUCH
UNIT AND THE TERM OF THE RENTAL OR LEASE AGREEMENT. IN ADDITION, DURING THE AFFORDABLE TERM, THE THEN -CURRENT
OWNER SHALL PROVIDE THE COUNTY, IF REQUESTED, ANY REPORTS, COPIES OF RENTAL OR LEASE AGREEMENTS, OR OTHER DATA
PERTAINING TO RENTAL RATES AS THE COUNTY MAY REASONABLY REQUIRE.
C. CASH IN -LIEU OF AFFORDABLE UNITS. NOTHING HEREIN SHALL BE CONSTRUED TO PROHIBIT THE OWNER FROM
PROVIDING CASH TO THE COUNTY FOR AFFORDABLE HOUSING INITIATIVES IN LIEU OF CONSTRUCTING ALL OR SOME OF THE
AFFORDABLE HOUSING UNITS WITHIN THE PROJECT THAT WOULD BE REQUIRED TO ACHIEVE THE AFFORDABLE HOUSING
REQUIREMENT. IN THE EVENT THAT THE OWNER ELECTS IN ITS DISCRETION TO PROVIDE CASH TO THE COUNTY AS AN ALTERNATIVE
TO CONSTRUCTING ONE OR MORE OF THE AFFORDABLE DWELLING UNITS THAT WOULD BE REQUIRED TO ACHIEVE THE AFFORDABLE
HOUSING REQUIREMENT, THE OWNER SHALL CONTRIBUTE CASH TO THE COUNTY IN THE AMOUNT OF TWENTY-ONE THOUSAND, ONE
HUNDRED FIFTY DOLLARS ($21,150) INSTEAD OF CONSTRUCTING EACH SUCH REQUIRED AFFORDABLE DWELLING UNIT. SUCH
PAYMENT SHALL BE MADE AFTER COMPLETION OF THE FINAL INSPECTION AND PRIOR TO ISSUANCE OF THE CERTIFICATE OF
OCCUPANCY FOR ANY SUCH UNIT FOR WHICH PAYMENT IN LIEU OF CONSTRUCTING AFFORDABLE HOUSING IS MADE. ANY UNIT FOR
WHICH SUCH CONTRIBUTION IS MADE TO THE COUNTY SHALL COUNT AS AN AFFORDABLE DWELLING UNIT FOR PURPOSES OF THIS
PARAGRAPH 9 AND ALSO FOR PURPOSES OF PARAGRAPH 2.
10. CONSTRUCTION TRAFFIC MANAGEMENT PLAN. PRIOR TO, OR IN CONJUNCTION WITH, SUBMITTING THE FIRST INITIAL SITE
PLAN, EROSION AND SEDIMENT CONTROL PLAN, GRADING PLAN, PRELIMINARY SUBDIVISION PLAT OR, IF A PRELIMINARY SUBDIVISION
PLAT IS NOT SUBMITTED, THE FIRST FINAL SUBDIVISION PLAT, THE OWNER SHALL SUBMIT A CONSTRUCTION TRAFFIC MANAGEMENT
PLAN (THE "CTM PLAN"). THE PURPOSE OF THE CTM PLAN SHALL BE TO MINIMIZE CONFLICTS BETWEEN CONSTRUCTION VEHICLES
RELATED TO DEVELOPING THE PROPERTY AND PEDESTRIANS, CYCLISTS, EQUESTRIAN RIDERS, AND MOTOR VEHICLES ON GLENMORE
WAY AND AT THE INTERSECTION OF GLENMORE WAY AND THE CONSTRUCTION ENTRANCE TO BE ESTABLISHED AT MAIN STREET, AS
DEPICTED ON THE APPLICATION PLAN, WHILE THE PROPERTY IS BEING DEVELOPED. THE CTM PLAN SHALL INCLUDE THE FOLLOWING
ELEMENTS:
A. ESTABLISH A SHARED USE PATH ALONG GLENMORE WAY FROM ROUTE 250 TO MAIN STREET. THE LOCATION, WIDTH AND
DESIGN OF THE SHARED USE PATH SHALL BE SUBJECT TO THE APPROVAL OF THE COUNTY'S DIRECTOR OF COMMUNITY
DEVELOPMENT (THE "DIRECTOR"). IF THE DIRECTOR DETERMINES, BASED ON THE VOLUME AND NATURE OF THE EXISTING USE OF
GLENMORE WAY BETWEEN ROUTE 250 AND MAIN STREET BY PEDESTRIANS, CYCLISTS, AND EQUESTRIAN RIDERS, THAT THE PATH
DEPICTED ON THE APPLICATION PLAN WITHIN THE 70-FOOT WIDE BUFFER MAY SERVE AS THE SHARED USE PATH, BUT THAT PATH IS
LATER DETERMINED (PRIOR TO THE END OF THE TERM OF THE CTM PLAN, AS ESTABLISHED THEREIN) TO BE INADEQUATE TO SERVE
ALL USERS, THE OWNER SHALL ESTABLISH A SECOND SHARED USE PATH SUBJECT TO APPROVAL OF THE DIRECTOR AS PROVIDED
HEREIN.
B. IN ADDITION TO ANY TEMPORARY TRAFFIC CONTROL SIGNAGE REQUIRED BY THE VIRGINIA DEPARTMENT OF
TRANSPORTATION ("VDOT"), INSTALL SUCH SIGNAGE AS DETERMINED TO BE NECESSARY BY THE DIRECTOR.
C. ESTABLISH AN ASPHALT -PAVED CONSTRUCTION ENTRANCE TO THE PROPERTY AT THE GLENMORE WAY AND MAIN STREET
INTERSECTION. THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE
SUFFICIENT TO ALLOW CONSTRUCTION VEHICLES TO SAFELY ENTER AND EXIT THE PROPERTY, TO REDUCE DUST, SOIL, SAND, MUD,
GRAVEL, AND OTHER SUBSTANCES BEING DEPOSITED ON GLENMORE WAY, AND TO ACCOMMODATE A CONSTRUCTION VEHICLE
WASH -DOWN AREA. THE LENGTH AND WIDTH OF THE PAVED PORTION OF THE MAIN STREET CONSTRUCTION ENTRANCE SHALL BE
SUBJECT TO APPROVAL BY THE DIRECTOR.
D. ESTABLISH A CONSTRUCTION VEHICLE WASH -DOWN AREA WITHIN THE PAVED MAIN STREET CONSTRUCTION ENTRANCE.
THE WASH -DOWN AREA SHALL HAVE EQUIPMENT THAT SHALL BE USED TO REMOVE ANY SOIL, SAND, MUD, GRAVEL OR OTHER
SUBSTANCES FROM ANY CONSTRUCTION VEHICLE, PASSENGER CAR, OR MOTORCYCLE BEFORE IT ENTERS ONTO GLENMORE WAY
FROM THE PROPERTY. THE WASH -DOWN AREA AND ITS EQUIPMENT SHALL BE SUBJECT TO APPROVAL BY THE DIRECTOR.
E. HAVE A FLAGMAN PRESENT AT THE INTERSECTION OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE
AT ALL TIMES WHEN CONSTRUCTION VEHICLES ARE ENTERING AND EXITING THE PROPERTY TO ASSIST THEM IN SAFELY ENTERING
AND EXITING THE PROPERTY AND TO ENSURE SMOOTH TRAFFIC FLOW FOR COMMUTER AND ANY OTHER VEHICLES USING GLENMORE
WAY.
F. CLEAN THE INTERSECTION OF GLENMORE WAY AND THE MAIN STREET CONSTRUCTION ENTRANCE EVERY EVENING OF
EACH DAY DURING WHICH CONSTRUCTION ACTIVITY OCCURS ON THE PROPERTY, IF NECESSARY, TO REMOVE ANY SOIL, SAND, MUD,
GRAVEL OR OTHER SUBSTANCES FROM THE ROAD.
G. PROVIDE THE GLENMORE COMMUNITY ASSOCIATION WITH WRITTEN WEEKLY UPDATES OF ANTICIPATED CONSTRUCTION
ACTIVITY FOR THE UPCOMING WEEK.
THE OWNER SHALL OBTAIN APPROVAL OF THE CTM PLAN BY THE DIRECTOR BEFORE THE COUNTY APPROVES ANY GRADING PERMIT
FOR THE PROPERTY AND SHALL SATISFY AND THEREAFTER CONTINUE TO SATISFY ANY APPLICABLE REQUIREMENT OF THE CTM PLAN
BEFORE THE FIRST CONSTRUCTION VEHICLE ENTERS THE PROPERTY, EXCEPT AS NECESSARY TO SATISFY A REQUIREMENT OF THE
CTM PLAN ITSELF, SUCH AS ESTABLISHING THE MAIN STREET CONSTRUCTION ENTRANCE, UNTIL AN ENDING DATE OR EVENT AS
PROVIDED IN THE CTM PLAN. ANY APPROVAL OF THE DIRECTOR REQUIRED BY THIS PROFFER SHALL BE MADE ONLY AFTER
CONSULTATION WITH THE OWNER, THE COUNTY ENGINEER AND VDOT. THE TERM "CONSTRUCTION VEHICLE" INCLUDES, BUT IS NOT
LIMITED TO, ANY TRACTOR TRUCK, TRACTOR TRUCK/SEMITRAILER COMBINATION, TRACTOR TRUCK/TRAILER COMBINATION, DUMP
TRUCK, CONCRETE MIXER TRUCK, LAND MOVER, BULLDOZER, FRONT-END LOADER, GRADER, PACKER, POWER SHOVEL, OR CRANE,
BUT DOES NOT INCLUDE ANY PASSENGER CAR, PASSENGER TRUCK (SUCH AS A PICK-UP TRUCK), OR MOTORCYCLE.
IF VDOT ISSUES AN ENTRANCE PERMIT FOR AN ENTRANCE ON ROUTE 250 AT BUTTERFIELD LANE AS SHOWN ON THE APPLICATION
PLAN, OR ANY OTHER LOCATION, FOR CONSTRUCTION VEHICLE USE, THEN ALL CONSTRUCTION TRAFFIC FOR THE PROJECT SHALL
THEREAFTER USE THAT ENTRANCE FOR ENTERING AND EXITING THE PROPERTY INSTEAD OF GLENMORE WAY, AND THE CTM PLAN
SHALL AUTOMATICALLY TERMINATE. NOTWITHSTANDING THE FOREGOING SENTENCE TO THE CONTRARY, IF BLOCK A AS SHOWN ON
THE APPLICATION PLAN HAS NOT YET BEEN COMPLETED AT THE TIME THAT VDOT ISSUES SUCH AN ENTRANCE PERMIT FOR
CONSTRUCTION VEHICLE USE, THEN CONSTRUCTION TRAFFIC RELATED TO THE DEVELOPMENT OF BLOCK A MAY NEVERTHELESS
CONTINUE TO USE GLENMORE WAY, AND THE APPLICABLE PROVISIONS OF THE CTM PLAN SHALL REMAIN IN EFFECT WITH REGARD TO
SUCH CONSTRUCTION VEHICLE USE UNTIL THE COMPLETION OF BLOCK A. - SEE SHEET 72
PROJECT DATA:
DEVELOPER: RIVANNA INVESTMENT HOLDINGS LLC; 150 WEST MAIN STREET NORFOLK, VA 23510,
757-282-1020 CONTACT: TIM CULPEPPER
PROPERTY OWNER:
RIVANNA INVESTMENT HOLDINGS LLC; 150 WEST MAIN STREET NORFOLK, VA 23510,
757-282-1020 CONTACT: TIM CULPEPPER
TAX MAP / PARCEL #:
93A1-4
PROPERTY ADDRESS:
3500 STEAMER DRIVE
PROPERTY SIZE:
TOTAL = 94.76 ACRES
ZONING:
NMD (AS OF 07-09-14 - ZMA #2013-0012)
MAGISTERIAL:
SCOTTSVILLE
COMPREHENSIVE PLAN:
TOWN/VILLAGE CENTER
PERMITTED DENSITY:
MAX. 400 UNITS = 4 DU / AC (SEE SHEET 4)
PROPOSED # OF UNITS:
184 UNITS IN PHASE 2 + 107 UNITS IN PHASE 1 = 291 UNITS (SEE SHEET 4)
DRINKING WATER
NONE
WATERSHED:
PROFFERS:
SEE "PROFFERS" ON THIS SHEET FOR DETAILS
RIVANNA VILLAGE AMENDED AND RESTATED CODE OF DEVELOPMENT DATED JUNE 9, 2014
WAIVER / VARIANCE
SEE "APPROVED WAIVERS" ON THIS SHEET
REQUESTS:
CODE OF DEVELOPMENT VARIATION REQUEST FOR 5' SIDE ALLEY SETBACK AND 5' REAR
SETBACK
SURVEY SOURCES:
BOUNDARY SURVEY: ROUDABUSH, GALE & ASSOCIATES (434) 977- 0205
TOPOGRAHPHIC SURVEY: LOUISA AERIAL SURVEYS, 2008 (540) 967-1499
FIELD VERIFIED BY ROUDABUSH, GALE & ASSOCIATES + ALAN FRANKLIN PE, LLC FEBRUARY
2018
DATUM:
VERTICAL: NAVD88
HORIZONTAL: NAD83
BENCHMARK:
VDOT MONUMENT ADJACENT TO GLENMORE WAY NEAR ROUTE 250
N 3,890,142
E 11,520,058
ELEV. 416.195
100-YEAR FLOOD INFO:
NO PART OF THIS PROPERTY LIES WTIHIN THE DESIGNATED 100-YEAR FLOOD PLAIN PER
FEMA MAPS 51003CO295D, 02/04/2005 AND 51003CO325D, 02/04/2005
SETBACKS:
10' FRONT SETBACK
5' REAR SETBACK
5' SIDE SETBACK
(SEE TABLE ON SHEET 4)
MAX. NUMBER OF
NOT APPLICABLE WITH THIS PHASE
EMPLOYEES:
MAXIMUM BLDG. HEIGHT:
SEE TABLE ON SHEET 4
PHASE 2 PARKING REQUIREMENT
RESIDENTIAL
# UNITS
REQ'T
REQUIRED
PROVIDED
SFD HOMES (2 CAR GARAGE + DRIVEWAY)
84
2
168
168
VILLAS (2 CAR GARAGE + DRIVEWAY)
37
2.25
84
84
TOWNHOMES (1-CAR GARAGE + DRIVEWAY)
21
2.25
48
42 ON LOT+ 6 GUEST SPACES ON STREET
TOWNHOMES (CONGREGATE PARKING LOT)
42
2
84
87
COMM. PARK (SUBJECT TO ZONING APPROVAL) # UNITS REQ'T REQUIRED PROVIDED
PAVED TRAILS (10 PER) 1 10 10
MULTI -PURPOSE LAWN & PLAYGROUNDS (1/600 SF) 24,040 1/600 40
PLAYFIELD (24/FIELD) 1 24 24
PAVILIONS - ASSEMBLY (1/75 SF) 1,728 1/75 23
DOG PARK (10 PER) 1 10 10
107 108 (1)
(1) PARKING FOR THE COMMUNITY PARK TO BE ACCOMMODATED FOR WITH ON STREET PARKING ON THE PROPOSED
NEIGBHORHOOD STREETS IMMEDIATELY ADJACENT TO THE PARK AND ON THE PROPOSED NEIGHBORHOOD STREETS WITHIN
500' OF THE PARK BOUNDARY. ON -STREET PARKING SPACES THAT ADDRESS PARK PARKING REQUIREMENT MARKED "#P" ON
PLANS.
PUBLIC DEDICATION: PUBLIC RIGHT-OF-WAY, ACSA EASEMENTS, SWIM EASEMENTS, LINEAR PARK WITH TRAILS,
AND MAIN PUBLIC PARK (SEE PLANS FOR DETAILS)
AREA STATISTICS: PHASE 2 LAND COVERAGE DATA
AC
TOTAL AREA IN PHASE 2 63.01
AREA OF R/W DEDICATED ALONG RTE 250 0.14
NET AREA IN PHASE 2 (100%) 62.87
IMPERVIOUS AREAS (17.53 AC - 28%)
ROADWAYS & RELATED SIDEWALKS 6.75
PARK / RECREATIONAL IMPROVEMENTS 1.28
ON -LOT IMPROVEMENTS 9.50
PERVIOUS AREAS (72%) 45.48
AMENITY & GREEN SPACE: SEE SHEET 5
LANDSCAPE REQUIREMENTS: SEE LANDSCAPE PLAN SHEETS 50 - 60
,Ian Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
��PLTH OF,1
11 4' t,
o
11
o`
U y
Alan G. Franklin
70 Lic. No. 35326 W
O 2;
FSS.0N C�
V
AL
E
i_�,
W
2 w
V -
ILL
0<
U)
Z
V
��//
Y L L-
U >
O J
J
M
W l_
1 5; Z
N
W =)r^ O
V J
U
= Z W
[yi JN
0. 0.
ZQ
O < 75;
.L
W
VM
J W
Z
<
I..L 0
0
0�/
0L
KEY
U)
W
O
Z
J
N<
111L
W
Z
rW
V
ISSUED: 02-20-20
SCALE: -
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
SHEET
OTHER PLANS REFERENCED: WPO201800007 - RIVANNA VILLAGE - AMENDMENT 1 AND PHASE 11 - APPROVED 05/09/2018
OF 75
PHONE
PEDESTAL
FIBER OPTIC
00,
44.8'OF18„
RCP@
— N
FIBER OP
POST
MAILB \ ___ tao
I�1 ¢� / / / -- _ - ems\ 91.3 LF OF 33"
-�I / INV. 390.83 - ion \ >�— / / / I DIP @ 2.96%
LL
l �\ \ \ Yp� O-D- COMMERCIAL DEVELOPMENT
TIC
\l4 ORD
$P)G �1M9RE AS`SOG. \ \ \\\ 1V \ I \R TIA ' / / — — — �j� �i E N / 0, 7�-D- \ Tf?I �l°n k H�ELiN -
i �, _ \ / \\ / , TAM \ \ �\ Ao
/3 % }�I I N.IS ER AGRE-E-MENT I \ \ \ \ I 1 j OJT 7 //,/�;/ ,\\\ \ \1 \ ° \ o /
/ J ID \ n \\
loll lq; / L I 1 / / I I I I \ \ \. \ \ / B y\ �/ �RE
lIl I I'i I I / — I I I \ \\`� "�2 EN Ili _//-i/ / I 1y.3�. `\��y
—400— _/ I / \\ \ \ \ •/ \\l HE
/3 / ti� � / / � 1 I 1 \ V I I I \ €€€;:. \ \ \ \ — —• � .' / / / / / \ / � 1 I I I I' /V\ \\\ \ �\t° � \`.
' � / ➢� �. I / / I \ 1 \ � _ — — ' \\\ \ \ °� ������'•��• \ \ ` � �� . / �
' it I / I 1 °•••°°•;a°a°A°°'°`a°a.. \ \ �WETCAND
€ 1 OPEN ♦ \ \
1,S = I O / RAVE
M I I Ill j I III'\ \ DEN ICE \
M \ �8
380 — — _ ♦ / / \ _ OPTIC \ AVED
� p � a I \ \ o � \ /POST — � ♦. \ \ � — ` 72 LF OF 1 0"
_ \ DIP
WOODED / V\ \ I E1 I 1 \ /' \ \ 1 I 1 @ 2.99/0
SI Ti?� L
q� I I I III \7& / / / / •'\ \
9
?
SIDS
//✓��3 // �//� •i/// ._'�` �o \ \ / /I \\ l \ �`d,'� \\\\\\\\\\ \\ I\ \ \ \\\\\\ \\ �\�WET\LA` ND \\..i — -- —\\ \--_-7—' /l�/ /l //l\/ ll IIIIIIIII � I I �IRI II I I\ II \ I\ \\ \ \ �� �// r / / /////'// V. 68.48 / \ \/\ (\ \ \\\
COMMERCIAL DEVELOPMENT'/ 91YI5 AVED
\ v
WHFTE
BISHOP 1 I, \,\ ELEV. 381.50
WOODED \ \ \ \ \ _ / _ � • � / 1 J I � \ \ \ \ / / ,E.y ILj4 / ELEV.
a • / / \ / \ \ \ \ \ \ \ \ \ RE F� I / I I \� I / \ \ \� RESIDEN / / I ♦ `\
// / •/ / �� \\ 1 / \\\\\ \ \ \ \ /— / / \
Z'E�SREENCE / � —/ / '\ 1 e ♦ o ��� / ,
/ b\ •/ ' / / / \ \\` / / / /' \ / I I \ I :.€e \\ \_ // \ �/ / / // / / / /� \\ \ \ \\ / /, t \ I I \ PfIGED COMMERCIAL DEVELOPMENT
1 / / \ \ / \ ♦ / / I 1 \ — / \ \ \ a
E7RAINAG ES 1�\\ Ro .\\ I _ / I \ \ 1 \ \ \ _ _ _ / / / /�p� / /j I . \ 1 \ \ \ / \ \ eo
12-24 P. 44�-492 \ \ / / — 1 1 \ I / ye I w / \ `
II \ / \ / \ / T// I I \ \ / \ \ UL72.00
T \
4I I W / / / ,WOODED \ 1 \ \ \\ \ f4NAGE STEEP \ \ / / tp I 1 \ 1 \ \ \ \ \ \ — , // I \ �' \ / / / \\ —�
\ \ — . \ \ \ 69.48 / FIBER
/ I \ \ \ / / / / ' \ \ 1 OPTIC
' / I 1 1 \ \ �G ENMO RF_ 7A SSO / / I \ / ( \ \ _♦ \ 6�3 8 [F Qf� to MARKER
/ / / / ♦ \ :€eevaa \ AGSA/ / / i� I 1 \ \ u / / RESIDENCE / I
_ / I I I \ I :... �qol. SEvv Z AGREEMEjaIT' / / I I \ \ \ \ / 1 I \\ \ � ��Ar
°:.::>a:::a=r°....,@a°€€;;?'°�o�• \ � \�\ \ � I \ OPEN V. 366.26
r, €€€€€?k° \ ♦ \ \ \ / I \ / l / \ / / / l \ \ INV. 376.44
// °•a.aae'?kse'Ba"e T � � \ \ � \ I •• • ° ••°°••••°•,•,•.• _ � / / / � WOODED
� / / � �. i i ' ♦ / \
\ I ' I I ggk€aeaa..a:aa.aa.a. °°° °°�€.; ♦ \ � , -. \ \ \ \ \ ;:: •.ag;gagagagggagaga. \ \ � � � / `� _
1 I / / \ / / / \ \ _ 30.5 LF OF 15„
CMP @ 4.70%
GRAVEL
(\ \ \ ,\\1I /— 1 I A \ // EX.WHITE LINE
/ \ 'WETL,.ND 1 ,[. \\\ sT � \ \ \ \ \ \ / , \ 1 \ \ / / 1 - \ / / l / \ / // IIV. 375.00
""`"'°'•i3� j / // 0 1 �\ / FIBER
♦ \ \ —bf \ // �\ \ G,9 �. \ \ \ \ \ \ \ \ / _ _. \ I i / / / \ \ °•°• �3*WOODED / / 2 \ m ' / / / ' yF
/ / 4 \ I v \ \ / i y / / / \ /
OPTIC
a6 GAS \ POST
WOODED / a /
LF (� 15 0 \ \ 'ED.
\ \ I / / / • I `"€€€°\\\\ \ / /z \_— I \ 1 I I �/ / / I I I 1 \ _ '' / / \ \ \—����/ / j�/�/ l / 'i / C @16
/ / _ / 1 I 1 // /�\ 1 \ \ / / / / / / / // / / \ I \
/1 I / ag. \\ // \♦ I \ ( , / l — '2 // /// /�.— PAVED
� \ � / � I 1 \\ o � ♦ � I I � \ / .�Q<j
1 1 ( / / \ \ i / € / €`•.;. °`€' \ \\ — \ �\ \ ' \ F I \ - / / \ i \ \ \ m / / / I /YoPE , T`YP! / / / / / \ I I \ I 1 1 ■ / S 1
ACG�ESS EASEM NT/ \ / �� / ��
I \ / I 1 1 I I I I :; °ae:ga \ \ \\\ ♦ _ I / ( ) I `t / WETL�ND \ / // / / / E— / \ /
D.Bi 1204 P. 201 / / cRcYss,�iArHEo // / / ' R 1 \ \\ /' vE \ \ / 1 I Itw 3s . 1
I \ el llll \ l /
\ / I \ I I a?° �\ \ \ / I \ w I \ \ \ €p€e€ee \/l / / ARE�S TdBE� / os / / 1 1 • \ ( m \ 149� LF O 5-
WOOD
ED I I \ L gee;a \\ _ \ ` / \w / I \ \ \ '
\ I I \ � � � \ I / / / l ( l l dE OLI3�HL�D/F� Vf�D / / 1
\ — 1 ` \ \ \ \ �' _ l I I I I I I (;O'VTR/ACiT R/10 / r�V
\WooDED ) I I \ \ tPEN \ \ — / j i' / / // / \ I 1 1 QB AI�I f� li1R l I \ �%VE/ \ \A%IAILBG�XE �m /
_ — — • / / / \ \ \ \ I ^ / / / / , J \ PE jMIT$ I / r� 8�-
Q _ / \ \ \ \ \
� \\\\\\�1A�H��O�a
$o- _ \ \ \ \ -_ , ___ 94 76 ACRE I / / /�/ _ _/l l I 11I (� / // \ RES�IDENITAL
\\ WETLAtiD\� \ — / _ ' / l l P I \ b I % / / i / / / 1 / / / l \ \ \ I
• / / / / / // / / / .� / I I j / _ _ // / / ♦ \ \ POSR OAT F \\ \
I CE i / / / e RIVAN A NVEST�VIEN / ) d ,
` '/ / /� / / / // I INV \
^� _ _ \ \\\ r — \ — — �•_ 1_ - / , , I , , , , �{ , i , , , / \ 364.23
\"�\\\ aa.ab — \ � ----�_ / /' F�bL>1�ING� LLC J I /i 1 / // I /////�/ // / / /•//'/'�i jT� ( \ ��� / / / / �---/i',/ � �$ \� \
\ ORE'AS� \\\\\\ \ a z::e:e:::a:::::,� \ . / / / / , / / / I // /// / / / / / �i / / /$, 31.2LEOF12" \ \ I \\
C\— — 'SAN.€WEF�A EEM \ \\ \ \ /-------' / / \ / / / // / / / �' / --/ / /�—,i \ @1.94r
\ \ \ °a€€€a§e a €€€ea \ / / ¢ \ CMP o \ \ \\\\
\ ,� ----460 S REAM BUF R \ / / // / / / / / /./ / / (TMP 80-
, l �VEIH A (I 1 1 I _--- ///�'��_I / \ \
OPENS t I I j 1 6Af RELL U _--- �' '/`� ' 1MP80 5 vv ��V ( Iv v� A Av w / /°ti
/ \ / l I-VIVY T E 1
/ \ 1 \ RESIDENT
\\ — WOODED // / /// o \ ---__`\\ / l \\\ 1 •\ \\ __—_ r� / . �/ /' \\,' \ \ \ 1 �. /
\\ // / l \ .•\ \ \ \ --ESIDENTIA
----- / WOODED I \ \ \ \ \& _\�/ l��)/ //
__1W TLANDJ \—' _ // / I l � I � • \ _�/ /i' / � // /// /�\ I / /
/WOODED/��-� ------- -- �%' ,/ /�� 1 \MP I I0-54
• �. I 1 �� I / I I I I ` \ \ 1 I I I \ _— — — —— / T
/ --- _
Fngrr , I AR E GRADY
Nr R
/ // \ \\\\ \ \ \\ \\ `\\\\ \\ `\ \\ \ \\ \ / I I \ I ��/'• TMP80'55C1 I \ \' RESIDENTIAL —f / ,
�1� ,/ , �/ / / \\ \ \ \ \\ y ` ` ` \ \ \ ease€ •.— I \ \ ` \ �/� RESIDE L \ / \
j—
TMOTHY U. MI
I
P 7 - 5$— —\ \ \\ \ \ 4 \I \I \I I \I //li — / R SIpEAI QL
R/O T/kiyEI1CidD \ \ 1 1 I I I / / \ _ — /' I \ \ \
WOODED r / / \ / / / I ITMP
�J3791 /// 1 i 1\ // / � '� /// � / • / VkTLA —_�r'p� -----_ \ —,J E LAD / � // I \ \ \ \ \� \ \ �\ \ � ,1i1' / \ I I // / / / / / 8 4�
DAN IS W LLIAMS I : — — _ _ \ / h" � ^ > 1 \ \ A \ ,1 f'1 I / III / / / / TOM,G9SG�E
\' /
/ / - ¢e��e.ge€a.aa. — — / m / / • m I / \ I / FF`_SIDFfICfTIAL
RE-5ID NTIA ,�$ / °"`a�°° � �°°°' °•°••:"°�'•:.:::.:... — � � / I / 1 I I I / /— III I / /
7/ :°°°°.:€�a�,'.vae':e€e"e:ee::a:::::... � •• °• ` _ — _ / / / / / r / -Y / I l / � � \ \ I
:aaa,:a a.a.va.aa:aa:aaaaaaa:aa:ao. — / \ /
/ \ / / / / .ass. °$°I€e€e€=€lE°€lla.e.•� .. — _ \ � •(TF _ _ / / .: ese€€eeel€e°"•°:age€'°gs€°°e €€. a• Z / / / / I / L \ - \ 1
"€€ °€'€€€€€e. egg° :a ° oea ° / r / /• / / / / / / / / / \ I I I / I 1 \ \ I I I _ — —
/ \\
L
/ / / / / ❑ p / / _/� - — _ — — _ — —3w,aaaaaa°aaaaagag;aaaagagagagaga: a°°a:agr.:aag ; ao ° . I • • — / / / / / / / / € I I I \ \ \ \ I I / / '
MANAGE6 TEED
i `\ �/ /
S�N1TA SEWER Y
— EA_SEMtNT R 1 RVE<D. \ \ \
/' /' ——R��T�I�.,y \ TP 80-49A
UP79-26 \' wt�\ \ \ \ \ \ /IN\ \� �� \ \\\�y� V1FIL IAM CATON
Dd ALD IN — % `\ �\ I li I I /I \ \ \, , \\��\\\\ \ \ \ R S)RENTIAL
\ i / \ / / / / \ \ \
\ \ \ \ N \R \ /
ESIDENTIAL PARCEL--- \ I TIA // / \ \ / / ' //// / / _
/'/ i
//// �/. \
\� \ \ \ TTY <� \ \ \ \
// %%.//%�p'����2 \\\\\\\\`��\\1\
—ACSA/GLE ORE ASS, / / / / // / / '� / \ \\�\
BfI Se I
A_N. WEIR REE NTH
LIMITS,
—
/ (50' 160— ,200' / � 400'
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
';P`T H OF
U y
Alan G. Franklin
A Lic. No. 35326 W
0
T
�SLoNa,L
06
Lu(D <
L2
^^ ''r
vJ V
U J
O
M
W > I—
� Z
Lu D
!/1 <14va o
U
^^ Z Lu
O Z Q
Qw
(1) > m
Z
Q
a
Q
KEY
Z
U
Z
W
a_
O
W
W
LrL'I
Q^
a.
ISSUED: 02-20-20
SCALE: 1" = 100'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
SHEET
OF 75
AFFORDABLE UNITS:
AFFORDABLE HOUSING BY BLOCK
2/
SING
Cq d' tiS v
A\° d r j� - _-___�/� l /// vA\vy�l�v-_ / Cq�Ys9vv
' � it �� � ����-- h'
NEIGHBORHOOD
BLOCK
PROPOSED
UNITS
AFFORDABLE
REQUIRED
AFFORDABLE
UNITS REQ.
AFFORDABLE UNITS
PROVIDED (1)
A
31
15%
5
5
B
17
15%
3
3
C
32
15%
5
5
D
8
15%
1
1
E
13
15%
2
2
F
12
15%
2
2
G
42
15%
6
6
H
4
15%
1
1
1
75
15%
11
11
J
57
15%
9
9
K
0
15%
0
0
TOTAL UNITS = 291 15% 44 44 (1)
1. THE OWNER INTENDS TO CONTRIBUTE CASH TO THE COUNTY IN THE AMOUNT OF
-1
�/-� 79D-9' / / \ v
// r = l /rl l \ �� \ \ \ ) I l I - / =� ' / / / / / \ TWENTY-ONE THOUSAND, ONE HUNDRED FIFTY DOLLARS ($21,150) INSTEAD OF
//r / \\ I UDE� / a l / l / / \
/ \ _ \ \ \ / / CONSTRUCTING EACH REQUIRED AFFORDABLE UNIT. SUCH PAYMENT SHALL BE MADE
/ / - RESIDE L III A UDER / / \ / TMP 79D-11 \ \
ll \ >(/ ` _ / / / / Ill/ r AFTER COMPLETION OF THE FINAL INSPECTION AND PRIOR ISSUANCE OF THE
\DB.368 R. 1J5\ TI / ' \ i \ R. GREGO� / / // = - �\ / / / \
MAGRUD R / / / - - ' a - ` / / a CERTIFICATE OF OCCUPANCY FOR ANY SUCH UNIT FOR WHICH PAYMENT IN LIEU OF
/ / \ / TMP � 9D 1 \ - a i 'a / CONSTRUCTING AFFORDABLE HOUSING IS MADE. LOTS FOR POTENTIAL AFFORDABLE
�/ / / /l l / / - _\ \ \ % lTMP79�- / _� EN�b I / R. G�EG Y / / _ 9a- \\ \ n/ /l ul l /
- B. 368, 5 \ UNITS ARE MARKED WITH AN *ON SHEET THIS SHEET.
\ \ \ \ R DREG N
l MA ERV /
/ \ \ \ _ - ,I 1 \ \ PROPOSED 720' LANE TRANSITION TO EXISTING
DE T AL / TMf�79D-18 \ \ � _
r \ \ RE \
RE IDEI�ITtA - , ,i (D� g p, O' R. GR GORY \ \ \� (SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS)
N ` A I A A D 368, PA 175 / //i , A vA' -
1, / r"- \ 1 / l ` , RR /\\ V� vo
7' // �� MESIDENTIALy L A VAv
=ttvA
v v 1 V A v yov
D 68, P. 1Y5
1 MP 7�p
R. G Edon
R MAGRUgE� 1 ° 1�\ IAA\1
r I II \\\\ \\ T2/tiFccT\
-%/\\
�J I a \ \ .: aeI., % fMp79D�1F I / \\ \\\ TM
/ I I \°° \ � / F �. J \
I 1 \ \ _ / R.'GREGOR� 7/ ' l 5y8 I \ \ 70' RESERVED ZONE
MAGR DER /\ / \ \
\ // A 30' LANDSCAPE BUFFER EASEMENT
READ NTIAL ° l ,r,// V - / I �A VAA \ R NTIAL
\ \ /// \
`+,Mp
I A I I III ' � \ VA ° •ve,e � ae° _ - - .- '(✓� /�-�
��i'EGORY
E
v/ /
\ \ WJEILANDS; n �� R�SIDENT(�4L � , � °
/
A R1
TYP. �.�68, P1 IJh1jl1kl7l5 \\II III3 I I I �' 1 y / V Ao \\ \ V / / � � `•
-
o l l i / ° °8• o >`� I I Q
TMP 7�D� T� �9D
+
v • l � I
.RT
. G
\R\ESIDENTIAL
S EAM, 5�A'e6. `368 P. 1-75- =
N K�
3- _ \ � �
A' v�
v1<1O-r�� Y�T� 'qqlll� �� �♦ �� I JI
L\
1-27
e
0 50' 100, 200'
DENSITY BY BLOCK:
RESIDENTIAL DENSITY DATA BY BLOCK
CODE OF DEV. AC.
CURRENTAC.
% CHANGE
DENSITY RANGE
PROPOSED UNITS
BLOCK A
9.80
9.91
1
10 - 41
31
BLOCK B
6.76
6.71
<1
8 - 35
17
BLOCK C
4.66
4.64
<1
8-50
32
BLOCK D
2.39
2.40
<1
0 - 80
8 note 1
BLOCK E
2.76
2.84
3
0 - 36
13
BLOCK F
1.62
1.61
<1
0 - 24
12 note 2
BLOCK G
5.62
5.66
<1
13 - 45
42
BLOCK H
2.03
1.81
11
0-12
4
BLOCK 1
21.90
21.57
<2
40 - 90
75
BLOCK J
31.22
31.47
<1
30 - 80
57
TOTAL
291
DENSITY RANGE REQUIRED BY
CODE OF DEVELOPMENT
275-400
1 A PORTION OF BLOCK D WAS DEVELOPED AS 8 RESIDENTIAL UNITS AS PART OF PHASE 1. THE REMAINING PORTION
OF BLOCK D THAT IS INCLUDED IN PHASE 2 IS NOT BEING PROPOSED FOR DEVELOPMENT AT THIS TIME.
A MIXED -USE BUILDING(S) MAY BE PROPOSED LATER, WHICH WOULD ADD RESIDENTIAL DENSITY AS WELL AS
THE MINIMUM REQUIRED 20,000 SF OF NON-RESIDENTIAL USES.
2 A PORTION OF BLOCK F WAS DEVELOPED AS 6 RESIDENTIAL UNITS AS PART OF PHASE 1. AN ADDITIONAL 6
RESIDENTIAL UNITS ARE PROPOSED AS PART OF THE PHASE 2 DEVELOPMENT.
PROPOSED 200' LEFT TURN LANE AND 200' TAPER
(SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS)
PROPOSED 200' RIGHT TURN LANE AND 200' TAPER
(SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS)
PROPOSED PHASE 2 NEIGHBORHOOD ENTRANCE TO ROUTE 250
(SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS)
PROPOSED 200' LEFT TURN LANE AND 200' TAPER
(SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS)
70' RESERVED ZONE
30' LANDSCAPE BUFFER EASEMENT
\ II
Rio
/ / / /, / •,• I %/ ,\` y ' \ \aoa G'�3 LOXI r \ \ r _ - \ .. - � /
/ I �/ ' ,^ ° � \ ° � ` \ °�°• / c 2 /' � / / - - -/ 1-3s`- \ 1-3q r � f T � � I I I `^\�- PROPOSED 720' LANE TRANSITION TO EXISTING
, gpJ� I \ ` SEE ATTACHED 20 SCALE LAYOUT AND GRADING SHEETS
I-43 - �\�_ ` \ \ \ \\( )
I�
r
o:eoe:000. :aoo,a
/ s
i
TYP. eaasavaseeeaosaeve, -3 - , / / \ i
// // ��f ,e / \ �� ^ \ ai\ ' �.J , °a%°1,.:a°•'a. � * i � iB=2 I \ 28 U - \ �2 / � , GUESY TYP
/i / 1' i t / \\ , •G-34. �=2 r 1-04
04
4 GU:.3'. \ O "� ' � � •° �a -� I '�\ �/ �\ , ,' ' N. , I . � _ 6\ \ �/ /-
36_ \
'9j(, C/Vo
�A- S i
/1-as'8CIS
\ \ ^ar WETLANDS° ' \ '=I°aIeeva. _i / \ i i ` \ ` 1-51���\-�
TYP. G-49 /-35-52
� � A G-4 � %� �� `�
/ - �v \ VA\� � VA\VA vv A\ �, �/� • - ,/ AVM ' s \ `� v� � � 5 I-12 \ \/i � / �4,j � , � V AA A \��� jj-�A
\ \ \ aa•, e\\\\\ \ STREAM. % � v 6 IT � \ ..... _ \ / � `/ � -56 , O O \
I a A VAv` TYP. � �-6, \ - V / \ v /\/' I 'I-- ', \ oti� V �
°°\�G�ryti ..
\ � / / /' °. \\\\\\\` \ e /// '� � T R %�, i F1/ __ / �/ ,/ ��\ ' , ♦ � ' \/ � C � �� r , s'.. {6T-62i �` � 9 �� y 72
4F � � .i•• / / \ `•. / , /� / \ ' °�? �� / � I \ ` %tiF / � yF ��/ ',
I °•I A AVQ �. �` �� ARK1P7 ACES .. �. l r --, _ �. � /� STREAM.
l I 1 °°•°• \VAA �AVA�� �� �%� f �TAK� ;,�- ___- \ - \, // I-3 � �� A'/ v - � .6/f % � r r / / I � I V � ( .� A\\_
_ I
v e \
a= �
Y
SIGH
LINES.
I N I I A V vmoo v v � ✓�- � �� � � NON- ANTI ,' � vTYP. / \ � / I s / .\v\ \ I / / <. ( � ' r % / � � t. \ � � � � � � � V v v \
0
1
/ A 114
/
� �
A 1 '
WETLANDS,
A A -SYP_ AA ♦ I 4 - / O / T P-8�-J2
72' / M
J 3 PACF / /A /RIVfI141yA Wt/ESTMj / / - v v - -_ v� V\vv \
Tcyr/SLyr �C l� / / �. \` \\` . �.
- ' 7 RESIDENTIAL \
\ \kill / 1-73 / %' �` DB. 364k P. 400,409
4 a°eeaeeee• °°° \ i / ( \ I\ / ' / D`I
B. %fSP. $94
V �� A AV A \•° e a+ �'.i / H_3 2..'',r //, / _ // TMP80-53
PARKING SPACES �
I ,- �q_3� x o A \
FOR PARK (1'08 TOTAL) � A
�7 - �-- yr-' RE21A ENTI�A
`
L °
-75* �� \
�\I /
SIGHT ARRELLTMFj 80/-58/ JAMES RICE2B TYP. ESIDEuTtAL
J-57
oye mF
_ RESIDENT/AL
3536D8.,3998'P. 409'"
\ \ ` � � \ \ r r �, _► \ D8. 247 P. 53S
r - pb. , P 21/
96LI SE
v I I , / I /� I Joao I J- � - � / / � _�' " D8.'S6qrP. fiD8 '
�^ �-
` -/
- / v
�I� I I I A\ �-�� / --_ - _--� - / / / T-�4
>� 1 i J I I TM�80-55 - _ - i _- / / V v _C SGi2 VET' ,' �i;'' -/-
9
a¢Isee
\ wP o l/ I i 1 J-ss 5 \ - / / / / TMP 80-3,5 \p
RE ENIAY ( ., eeveee•
RALD HUGHES
RESIDENTIAL
'/' �/ �7 "_/// �-/�' /���/ ��� I\\\r�, � \�p1\ \\��\\\\ \\ �, x\ �\ \\� \� � Z\\\ \ \J� \ \� L1\P(AJRKINGS•eP•d, �/Si'/�'"\\- _�_ WETL�A_N_DS_, ' -_�\/\ ''/ JS,�r�' /�/ �x� \/\ I \I fi ¢I ES {1L I/�I nJ=-0`J3I-42 I� y r r�]YY-\ J/' S1 - _/\ �\\ 1 l�I/ \ � ,-- _ I / ,
s �
°/ O DB354P-399
9PAR G*PHASING NOTE
FOR TOT�
rI �\
\
1�, '° R PARK-(10 AtyO\ TYP. /
/IRO EPT LIVEN 00 J J-3a /y C Q9a A\ k� r /ex. sTREnra, --- / II S _ _ y� I UNLESS PHASE 2A AND 2B ARE INCLUDED IN ONE PLAT, THE ROADS IN \- \ / X\ ,\
IRE91D� II i/ Cq \� -x� /®dARRY \J _- �'s? PHASE 1 AND PHASE 2A MUST BE FULLY CONSTRUCTED AND INSPECTED
NTIA'IL "J l i C x I _T)P _\ &/
�P
b6. 5756 P. 609 / J \ J-3 q� / POND BEFORE PHASE 2B CAN BE PLATTED AND APPROVED, AS PHASE 2B IS \
/ ti
J-7 s --JAL" ��,' x , LQ / \ ' \ - l J S ti '�`
_ �•�€I\ ------ - l // / / /�, - / \ I SS y\ �r` /� - i i a 1 \ a 1 y `j /vF�T�c� \ 1 �k +il PHASE 2A. \ \ \ \\ _ I / �V S %/ `' I / / RELIANT ON ON -STREET PARKING FROM PHASE 1 AND
A��/ / - _ -' --'` // �-/ / / / / / \ c� F Tj+ , , WETL Nos, 5 / s 1 r� '� / ALLOWABLE BUILDING HEIGHT
/ / / / / / v vv 6 _ - vTYP.
/ J-8 J3o x \ ,x.F9x- '_?r,- �qry il/ I / �,r/r /v_
b'
3.3 Lot Regulations. (From Code of Development) / / / \ \ / - \ i r; \ » ! / J a ' \° / / / r 1/,/ / / / �' ,/ // / RESIDENTIAL NON-RESIDENTIAL & MIXED -USE
/ - A Vr v r`. i r i v,I Al I 5,0�� BLOCK
/ ,J-91 A _k`-T-----__-��/ ,�' p �\ .r'' ----�-ju-„I, IIIL 71 J-I O
TMP 79-25C J-2s v --
TABLE 3.3 - Lot Regulations
Area and
Area and Bulk
Setback Regulations
Bulk
Regulations
Regulations
Minimum
Maximum Lot
Min. Front
Min. Side
Min. Rear
Lot Size (S.f.)
Size (s.f.)
Setback
Setback
Setback
(ft.)
(ft.)
Single Family
3,000
None
10
5
5
Detached
Single Family
3,000
None
10
5
5
Attached Villas
(e.g. duplex or
multiplex)
Single Family
1,300
None
10
5
5
Attached
Townhouses
Non -Residential,
N/A
N/A
0151
Olsl
0
Multifamily and
Mixed -Use
Buildings
1. Whenever a unit has a road at its side, the minimum side yard setback is increased to 10 feet.
2. There shall be no minimum setback (i.e. zero ft.) along the side property line at the point of
attachment of two or more single family dwelling units of any type.
3. -"Intentionally Omitted".
4. Building envelopes for individual lots may vary when a utility or landscape easement encroaches on
a lot to a greater degree than the prescribed setbacks.
5. Build -To Lines: Structures in block D to be built to the property line along the frontage of all public
roads except where property lines are radii.
/ --- �` ' ` q� V �/ lae�ea° - A v _ / ' �) / - / MIN. STORIES MAX. HEIGHT FT MIN. STORIESMAX.HEIGHT FT
/DAly1SW1CLIAMS ��7 (/j/Stiff"v�/i ( ) ( )
/ J-10 �� r V A l l j
/ RESIDENTIAL J-2e / \ / T ti \ \ - / /
DB. 4207,2P. 348 / / - - _ / >ti 7y A /J-4 J J s� v - v �/- aco- \ I I /
/ � / Q \ � � / / � I \ / , � o / / / / / i BLOCK A 1 50 1 50
^ S ti i\ , i li ^ I /°•°/ L � � / \ \ � \ � r'? � / l / / / � / / i BLOCK B 1 50 1 50
/ i 11 PARKING /,
-PARK (1 8 TOTAL) 'y�j°� 3 '� \ i, \ - - I� V A / i ' A I" /
/ I v / / / / / BLOCK C 1 50 1 50
/ rWET✓AI,4DSv, / °•� �.,,ea ', � I J-4 � 1 I / m I T / BLOCK D 1 50 1 65
�' / •`° � ' � v � - - = � .. � /v/ / / / A eeQlplollellpll�IeI• A 4I / I , / /' / 1 I I I I / / I I I I I / l / /
50
O
/
aaoaolaa�aJ• / / I / /
I /
°�°''°°°r" •`°°ee• °° - - - :aoaEDaaEe=l=ealasae=e Qa, e
\ / ••°°•°•� ,. - _ \, � � -- - -_ - - - - � / / �' slea:.esaeaeaaaR:a,aaoaea,e•,•.55 ' aN / / / � l / / 1 1 / l / / '\ I I I III I I I l I � - � BLOCK F 1 50 1 50
- _ - / / Iveeaae•, `°III°lllle?gelllllllll° DIII l= 1 \ �� / /
\ / Iola=°°e<a=s° lIaaa •°e° e•,a �� _ , • \ I . - 1- '� � / / / I I I I I BLOCK G 1 40 1 40
€as0000losae ao°aaaaaaaal°oa• / / / / \ - - -
-IaeaiaoaeeeselviIeevieees lave°` / / / / / / \ - BLOCK H 1 50 1 55
_ _
aa:a a#Iaaaaaaaaaaaaaaaaaaa=e• aoalaaaaaao ••e - ; / / -/ / / / / / / / / // - - - - \ BLOCK 1 1 50 1 50
vas„
°sa
a•
a•a°a
�eaaakaaeaaaaaaa,a°;.a°e a a i= =a°. ••a=a•: o °°°°•° •°
I 1 I _
BLOCK J 1 50 1 So
e,e e,•a „aepee° ,•
,..• e•e,e,e,e,e,°
/ /
2� \ 6 � / \ BlL O� A EA BRF==A D\ NW1,
ib
BLOCKK NA NA NA NA
/ / \ -"i,• 8055 ---
i ' A J �� _ A \ v v A\ \ VA\\ \I m� �� RESIDENTIAL
CATON - -
/ DONALD R GGIN n ,�1 \ \\ \ \� TOTAL ACREAGE OF RIVANNA VILLAGE PHASE 1 DEVELOPMENT BREAKDOWN PHASE 2 DEVELOPMENT BREAKDOWN
TMP'
-TIP 79-26 1 16� � � �
I ENTIAL
1 / RESIDENTIAL I / / jr y16 _ VA A ` AC AC AC
\ o v v ` A V DB) 270A, P. 749 BLOCK A 9.91 BLOCK A 9.91 BLOCK A 0
�\ DB.R131 P.20� \ / Yd17 \ \ \ \\ \ \`\�\m\\ DB.�71d,P.584,,
��-- A I I \ AA \ v X ----- BLOCK B 6.71 BLOCK B 6.71 BLOCK B 0
`NV WPd100'\\ BLOCK C 4.64 BLOCK C 4.64 BLOCK C 0
1\ A A V `� v A\ v A A v A TREAM
\ \ v %v v v v v B FFER v _ BLOCK D 2.4 BLOCK D PARTIAL 1.20 BLOCK D PARTIAL L20
\ /sfREAM A BLOCK E 2.84 BLOCK E 2.84 BLOCK E 0
A
/Bl1FFER' BLOCK F 1.61 BLOCK F (PARTIAL) 0.72 BLOCK F (PARTIAL) 0.89
BLOCK G 5.66 BLOCK G 0 BLOCK G 5.66
\ (� BLOCK H 1.81 BLOCK H 0 BLOCK H 1.81
`t I / - �\ /Y I // / / //// / / / // \ / BLOCKI 21.57 BLOCKI 0 BLOCKI 21.57
\�` `� r \ \ `. BLOCK J 31.47 BLOCK J 0 BLOCK J 31.47
TIG1(j Sb- 7 / / / / /,� / /�'�'' i '�_; _ � �� � ' V A I � � v` \� � v `� v � v , ,,� , � BLOCK K 6.00 BLOCK K 6.00 BLOCK K 0�
�� 411W// \ // /BFITTY/ MCb ApN/XM,ald / �/ Y�its � --- �\�v`��`,�/�,.°. V \ / \\.
- / ♦ / l / / R IDCN TV / / / �E9 $N�%' 1 \ \ \ \ ' ' ' R/W DEDICATION ALONG RTE 250 (BLOCK J) 0.14 R/W DEDICATION ALONG RTE 250 0 R/W DEDICATION ALONG RTE 250 0.14
\ \ _ i i ♦ / 64.. 1/84; P/71B / /�NEI�I�}30, (-I�E�D'ShP, ,' \ \ I \ \ \ �� \ \ \ I ',i'" i
\ ♦ �� - J / y / // // / /// / � � �314S�I�TAAL \ � � � �� � � / \ \ � \ `\ � �\ \ J, , ,,� � , � , , ,' TOTAL 94.76 TOTAL 32.02 TOTAL 62.74
4Gf�',Irri.,211''
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
\�T H OF
VO / -7
Alan G. Franklin
Lic. No. 35326
T �
U N A L
W
2 w
V (D Q
LL f�Z Z
U V
C.)J � ^J
L.L
of Lu
W I-
Sao �
Q U
2 Z J N
E L I
Q
LL LL W =
vJ CO
Z Q d.
/Q
I..L
00-0
KEY
ISSUED: 02-20-20
SCALE: 1" =100'
REVISIONS:
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
SHEET
OF 75
ee � U 40
° D FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CBR
VALUES OF ACTUAL SUBGRADE MATERIAL.
! NO ON -STREET PARKING PLANNED FOR THIS
a j ROAD SECTION
!
I
I
1' TYP. !
61' - 67 i
i
SIDEWALK PLANTING STRIP (CURB TO CURB)
TYP.
!
I
i
i
tyro
2% ; 2%
CONCRETE) I
SIDEWALK, VDOT STD. 1.5" SM-9.5A !
TYP.
CG-6, TYP. 4" BM-25
8" VDOT #21A
q'� BUTTERFIELD LANE B/W ROUTE 250 & TERRAPIN TRACE
U V 1
aI • � a �I (�� p Q�� e D 0 e ° ��g pv G !� s °
FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CBR ' o '�� �u�Q���, d;
a.((o� VALUES OF ACTUAL SUBGRADE MATERIAL.
n JJ1111f Q JJ 411�
0,
i
'e a ROAD SECTION WILL ACCOMMODATE 0.
1' TYP. ON -STREET PARKING ON ONE SIDE OF THE
j STREET AS SHOWN ON THE LAYOUT SHEETS
-ING STRIP SIDEWALK 61' 3j4'
L
TYP 1' S' 9' 3!1' 9' 5' 1'
TYP. SIDEWALK PLANTING STRIP (CURB TO CURB) PLANTING STRIP SIDEWALK TYP.
TYP. 9' TYP.
p
2% "
2% _ 2%
SIDEWALK, VDOT STD. 1.5" SM-9.5A�
TYP. 4" BM-25
CG-6, TYP.
6" VDOT #21A
LAZY BRANCH LANE FROM STA. 10+00.00 TO STA. 25+57.77 (B/W MOSSY ROCK ROAD & STEAMER DRIVE ±)
TYPICAL SECTION N.T.S. TYPICAL SECTION N.T.S.
Oo 0 o a0 o a0
OD g�
FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CB°
a _ FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CBR �Qpn�Q ° Vu VtV�_ a G �$a _ VALUES OF ACTUAL SUBGRADE MATERIAL.
o �• e � ' Vp vv c�. .f� U `�a � o o �• g � ' v �) a.
VALUES OF ACTUAL SUBGRADE MATERIAL. �p �pl��o
o i o o i o
° °° ° 0'
ROAD SECTION WILL ACCOMMODATE
ON -STREET PARKING ON ONE SIDE OF THE
I " " I STREET AS SHOWN ON THE LAYOUT SHEETS °
to I ROAD SECTION WILL ACCOMMODATE
ON -STREET PARKING ON ONE SIDE OF THE
STREET AS SHOWN ON THE LAYOUT SHEETS
61' R!O.W. TRANSITION FROM 611 R.O.W. TO 56' R.O.W.
1' 5' 9' 3h9' 5' 1' V 5' TRAN TO 6.5' 3h' TRANS. O 6.5' 5' 1'
TYP. SIDEWALK PLANTING STRIP (CURB TO CURB) PLANTING STRIP SIDEWALK TYP. TYP. SIDEWALK PLANTING STRIP (CURB TD CURB) PLANTING STRIP SIDEWALK TYP.
TYP. TYP. TYP. 9' TYP.
I O I O
I !
2% 1 2% 2% 2%
CONCRETE) i CONCRETE 1 i
SIDEWALK, VDOT STD. 1.5" SM-9.5A ! SIDEWALK, VDOT STD. 1.5" SM-9.5A
I I
TYP. CG-6, TYP. 4" BM-25 TYP. CG-6, TYP. 2.5" BM-25
8" VDOT #21
g� BUTTERFIELD LANE B/W TERRAPIN TRACER& LAZY BRANCH LANE; VILLAGE PARK AVENUE CONTINUATION LAZY BRANCH LANE FROM STA. 25+57 771TO STA. 28+33.11 (PLANTING STRIP TRANSITION)
TYPICAL SECTION
wo��,
� � U0� IJUv� vele,
FINAL PAVEMENT SECTION DESIGN TO BE BASED ONFIELD CBFV'�n rmw .. VALUES OF ACTUAL SUBGRADE MATERIAL. o , _ /i,nrs_
ROAD SECTION WILL ACCOMMODATE
ON -STREET PARKING ON ONE SIDE OF THE
I STREET AS SHOWN ON THE LAYOUT SHEETS
I
I
I
54' R.�.W.
1' 5' 6.5' 2 '
TYP. SIDEWALK PLANTING STRIP (CURB TO CURB) 9'
TYP.
i
i
i
i
i
2%
6.5' 5' 1'
4NTING STRIP SIDEWALK TYP.
TYP.
O
d
2%
�Urv�Kc 1 c— ! 1.5" SM-9.SA
SIDEWALK, 1.5" SM-9.5A !
VDOT STD. I 4" BM-25
TYP. CG-6, TYP. 3" BM-25 8" VDOT #21A
6" VDOT #21A "(STEAMER DRIVE PAVING SECTION)
TERRAPIN TRACE; MEANDER WAY; MOSSY ROCK ROAD; STEAMER DRIVE CONTINUATION**
6 % TYPICAL SECTION
rIINAL NAVtIVItIN I JtU I IUIN UtJIUN I U tit_ bAStU UN t-ItLU UbK 3" BM-25
VALUES OF ACTUAL SUBGRADE MATERIAL. 4"VDOT #21A
D CATTAIL COURT
6 TYPICAL SECTION
2" SM-9.5A ASPHALT PATH (TYP)
4" #21 A AGGREGATE BASE COURSE (TYP.) - ROLLED & TAMPED.
EXTEND STONE 6" BEYOND EACH SIDE OF ASPHALT EDGE.
COMPACTED SUBGRADE
6'
I I I /RFF PI ANR\ FINISHED GRADE
6' ASPHALT PATH
SECTION
P-023
N.T.S.
BUMPER BLOCK, TYP. CG-2, TYP.
N.T.S. (1' % TYPICAL SECTION N.T.S.
D
1' 5' 6.5'
TYP. SIDEWALK PLANTING STRIP
TYP.
2%
��
FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CBR
VALUES OF ACTUAL SUBGRADE MATERIAL. ° g
ROAD SECTION WILL ACCOMMODATE
ON -STREET PARKING ON ONE SIDE OF THE
I STREET AS SHOWN ON THE LAYOUT SHEETS °
I
I
I
56' R.1 .W.
3j1 6.5' 5' 1'
(CURB TD CURB) PLANTING STRIP SIDEWALK TYP.
TYP.
I p
i
i 2%
SIDEWALK, VDOT STD. 1.5" SM-9.5A !
TYP. CG-6, TYP.
2.5" BM-25
6" VDOT#21A
LAZY BRANCH LANE FROM STA. 28+33.11 TO CUL DE SAC
N.T.S. ` Fj % TYPICAL SECTION
1 X" DEEP CONTRACTION/SCORE Y2" EXPANSION JOINT W/Y2" RECESSED
JOINT, SPACED EVERY S O.C.; TYP. BACKER ROD AND CAULK, SPACED
EVERY 25 (MIN) O.C.; TYP.
N.T.S. 3000 PSI CONCRETE AT 28
DAYS, AIR -ENTRAINED
4 — X �.p Jf—��X'�'X — X X — X•�:X .—N . > x'—
o DL WWF6"X6"W1.4XW1.4W/2„
U� MIN. COVER
SEE P
BASE
OPACTED VDOT #21 A STONE
X�
95% COMPACTED SUBGRADE
SECTION
CONCRETE SIDEWALK- BROOM FINISH WITH
I TOOLED EDGES
6 PLAN, SECTION
N.T.S.
EXPANSION JOINT
2" SMOOTH TROWELED EDGE;
CONTRACTION JOINT OPTIONAL
SCORED BROOM FINISH; TYP.
CURBING PERPENDICULAR TO DIRECTION
PLAN OF TRAVEL
N.T.S.
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
T H OF
o
U Alan G. Franklin
A Lic. No. 35326 w
O 4e
T �
ASL o N A L
06
J_
= w Q
V ( Q W
LL V) V
C) J Q
o J � ON
W 06
N Z � �
Wao z
Q O
ZJ�
Z 000-0 C)
LL O Lu
< W
Z > coQ
Q
O
0/
L_
KEY
ISSUED: 02-20-20
SCALE: NONE
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
SHEET
OF 75
NOTES!
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
3. CURB HAVING A RADIUS OF 300 FEET OR LESS
(ALONG FACE OF CURB) WILL BE PAID FOR AS
RADIAL CURB.
4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH
AS 3" (15" DEPTH) OR INCREASED AS MUCH AS
3" (21" DEPTH)IN ORDER THAT THE BOTTOM
OF CURB WILL COINCIDE WITH THE TOP OF A
COURSE OF THE PAVEMENT SUBSTRUCTURE.
OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN.
NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE
FOR A DECREASE OR AN INCREASE IN DEPTH.
5 CG-2 IS TO BE USED ON ROADWAYS MEETING
THE REQUIREMENTS FOR CG-6 AS SHOWN IN
APPENDIX A OF THE VOOT ROAD DESIGN MANUAL,
IN THE SECTION ON GS URBAN STANDARDS.
2 RADIUS
D
Do's n e
z Doe' D. SURF!
s
>° a BASE
°; ;A d,
Sum
6"
12"
ACCEPTABLE ALTERNATIVE
IF CURB IS EXTRUDED
CG-2
I Ill
NOTES(
1.
THIS ITEM MAY BE PRECAST OR CAST N PLACE.
2.
CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST.
4
2" R
3.
COMBINATION CURB & GUTTER HAVING A RADIUS
OF 300 FEET OR LESS (ALONG FACE OF CURB)
SHALL BE PAID FOR AS RADIAL COMBINATION
CURB & GUTTER.
< pse
G
4.
FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE
e
LAYER, THE BOTTOM OF THE CURB & GUTTER
'n o
TD
SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE
OF SUBBASE COURSES AND TO THE DEPTH OF
THE PAVEMENT.
5.
ALLOWABLE CRITERIA FOR THE USE OF CG-6
Do°
m
IS BASED ON ROADWAY CLASSIFICATION AND
A,' .°,'
SURFACE
DESIGN SPEED AS SHOWN IN APPENDIX A OFRN
2" R
THE ROAD DESIGN MUA- IN THE SECTION
ON GS URBAN STANDARDS.
Doe�Do��D
•'6. p.
BASE
D
J.: .1 A
>
SUBBASE
. s s s
A
s
e e
s o
e
THE BOTTOM OF THE CURB AND
6'.
2'-0"
GUTTER MAY BE CONSTRUCTED
IE
PARALLEL TO THE SLOPE OF
SUBBASE COURSES PROVIDED A
THIS AREA MAY BE CONCRETE
MINIMUM DEPTH OF 7"
IS MAINTAINED.
AT THE OPTION OF THE CONTRACTOR
REFERENCE STANDARD 6" CURB REFERENCE
ROAD AND BRIDGE STANDARDS
105 REVISION DATE i SHEET LOP 1 105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION 502
201.01
CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING CG-12
HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS)
CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) A
GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS)
1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD •5 DOWELS. 8" LONG
BE SUMMPRI2ED FOR EACH CURB CUT RAMP. -
AT 12" C C
2. DETECTABLE WARNING SHALL S. FROM THE MATERIALS APPROVED LIST FOR 5'I
DETECTABLE WARNING STHE SP. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX
THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 STA DETECTABLE 48:1 MAx
WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND J
12:1 MA% :d1
SPECIAL DESIGN SECTION FOR APPROVAL
3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP
FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4 N
8'
4. IF RAMP FLOOR IS PRECAST HOLES MUST BE PROVIDED FOR DOWEL BARS SO
MAX
THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF
10:1
PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4.
TYPE A
5.
REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG
PERPENDICULAR
BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM
CONCRETE COVER 1%'.
6.
CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS
ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER.
5' MIN
7.
CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED
. 1Tt✓
BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER
12:1 MAX
\
AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY
CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED,
OR THEY BE PEDESTRIAN
AS SHOWNNSONNT.
PLANS OR ASTDRECTOEDABYD THEEIN
NGINEER,CROSSWALKS ENGINEER,AND SHOULD NOT
TYPE B
BE LOCATED P LINES. EXISTING LIGHT POLE
HINLLETS,
ND VEHICLE SACCCESSIBLE
PARALLEL
HYDRANTS, DROP ETC. ROUTES PROVIDE CONTINUOUS
UNOBSTRUCTED, STABLE. FIRM AND SLIP RESISTANT PATH CONNECTING ALL
ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED
AND USED BY PEDESTRIANS.
8.
RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT
1
THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND
THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS
n
12'1 MAX ; '? -
III--� II
PERPENDICULAR TO THE CURB. W )
5' MIN
*
9.
TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT
- N
ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK -
4' MN
-
TRAFFIC. REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY
AT X( 2" HIGHER THAN
TRUCK TRAFFIC) FOR CONCRETE DEPTH.
EDGE Of PAVEMENT
10.
WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH,
AT X )K , SAME
AS TOP OF CURB
THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH.
11.
WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL)
TYPE C
4'x AREA SHALL BE PROVIDED TO MANEUVER A
PARALLEL & PERPENDICULAR
THIS 4'HAR
I INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4'
HE CROSSWALK
LANDING AREA MAY INCLUDE THE GUTTER PAN.
12.
AL CASES WHERE CURB RAMPS INTERSECT A RADIAL AL SECTION 0F
TRUNCATED DOME
C-C
vmI
CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE
.6"-2.4"
o
WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD
O O O O 0
z
-MODIFIED AS RECOMMENDED 8Y THE MANUFACTURER TO MATCH
O O O O O O O O O O 0 0
-
THE BACK OF CURB,
tA
- 0 0 0 0 0 0 0 0 0 0 0 0
LANDING
RAMP
0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0
+
a
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
ti
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
io
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
'
50X-65X OF BASE DIAMETER
OOO O OO OOO 0 0 0 00 O
TOP DIAMETER
DETECTABLE
AT
SEE
WARNING
BACK F CURB
B C O
NOTE 12.
0.9 "-14"
I � BASE DIAMETER
F T
VARIABLE FULL W D H OF RAMP FLOOR
r pqy LIMITS
DETECTABLE WARNING TRUNCATED DOME
INSTALLED ON A RADIUS DETAIL
DETECTABLE WARNING
DETAIL
XVDOT
SPECIFICATION
CG-12 DETECTABLE WARNING
SURFACE
REFERENCE
ROAD AND BRIDGE STANDARDS
SHEET I OF s
REVISION DATE
(GENERAL NOTES)
105
203.05
07/15
1
VIRGINIA DEPARTMENT OF TRANSPORTATION
502
BCS-OT
SYMMETP A- er r 1.., •,per
(WITH WING) (WING REMOVED)
DOWNSTREAM END) (UPSTREAM END)
END ELEVATION
UPSTREAM END)
DOWNSTREAM BARREL LENGTH (OUT -TO -OUT HEADWALL)
END
FILL SLOPE 6"x6" FILLET
12" TOP OF TOP SLAB
2" HW1
/ qT1
HWI I\
/ 12" R UPSTREAM
END (OPTIONALAT I/
DOWNSTREAM END),!
I REFERENCE
4 L 12" SECTION A -A
REINFORCING BAR
DIAGRAMS
o
BH7
BH3
JONT.....
.....
(WITH WING)
SINGLE BOX CULVERTS
STANDARD DETAILS
VIRGINIA DEPARTMENT OF TRANSPORTATION
Ir6". 6" FILLET
LJ r •6 - HWI
L CONSTRUCTION JOINT
SECTION B-B PART PLAN
(WITH WING) (WING REMOVED)
(DOWNSTREAM END) (UPSTREAM END)
ROAD AND BRIDGE STANDARDS
REVISION DATE SHEET 2 OF 2
07/11 1002.02
A
BACK
CG�9D
WIDTH OF PG-5
A-Z-] ENTRANCE+•1 ® INDICATES CHANNEL WHERE WIRE MESH REINFORCEMENT IS NOT REQUIRED.
WIDTH OF ENTRANCE
LIMITS OF PEDESTRIAN ® _ _ _ _
- ® LIMITS OF PEDESTRIAN
6 X 8 - W2.7 X W2.1
ROM
BACK
Q
EXPANSION JOINT
AC ESS ROUTE -
ACCESS ROUTE
SLOPES VARIABLE
WELDED WIRE FABRIC
WHERE REQUIRED
VNp
4yt.0
S/O
m
z a
UNPAVED SPACE NON -TRAVERSABLE _
UNPAVED SPACE
rAS SHOWN ON
1 TYPICAL SECTION
I`
11(.4" OR 6" AS
Sp
4Cf fN•,lk
O
SLOPES AS SHOWN
SHOWN ON TABLE
EXISTING OR PROPOSED A 0DTH OF ON PLANS i
SIDEWALK OR SIDEWALK SPACE ENT! RANC I W
CURB INCLUDED IN w EEP HOLES ?•' �(,
EXPANSION JOINT ENTRANCE GUTTER c> _ 0 Y. DIAL C 8' C-C
w p
p C 0 LIMITS OF PEDESTRI LIMITS OF PEDESTRAN _ 'A pj-•
w d ACCESS ROUTE NON -TRAVERSABLE _ CCESS ROUTE
> w rA \7' z
i
o a
FLOW LINE z PEDESTRIAN ACCESS ROUTE DETAILS WITH & .m .
WITHOUT UPAVED SPACE
a ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS CLASS A3 CONCRETE
F F ENTRANCE WIDTH OF PEDESTRIAN ACCESS ROUTE 131E1 EXTEND BEYOND EXISTING 1'-3"
r dP '_ HALF -SECTION NON -REINFORCED. HALF -SECTION W. W. F. REINFORCEMENT
DESIRABLE MINIMUM 16' OR PROPOSED VOOT RIGHT -OF W15"
- EXPANSION JOINT ABSOLUTE MINIMUM 12' I"I
0
EDGE OF PAVEMENT--7;'-
PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS . - SECTION A -A
UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT , p• • �. • p
A .EMI PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A
HALF PLAN FACILITY THAT CAN BE APPROACHED, ENTERED AND • e. • �. •- b:.
USED BY PEDESTRIANS.
4t IF PEDESTRIAN ACCESS ROUTES ® ARE BEING CONCRETE TO BE CLASS A3
PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS
REQUIRED WITH A MAX.2X CROSS SLOPE. SECTION B-B
EXPANSION JOINT DOWELS
WHEN USED CONJUNCTION WITH STANDARD SPACING 90'MAXIMUM
OR CG- THE CURB FACE ON THIS 2•-Q STANDARD
T I A STANDARD IS TO BE ADJUSTED TO MATCH I
. DIRECTION
UNPAVED SIDEWALK SPACE PARABOLIC THE MOUNTABLE CURB CONFIGURATIONI
SPACE CURVE , p OF FLOW I 9" 9" I I
NORMAL GUTTER A
SQUARE YARDS PER LIN. FT. OF PAVED CHANNEL
CONIC.
THICK-
D
W
NESS
1' 1 2' 1 3'
1 4'
1 5' 1 6' 1 7' 1 8' 1 9' 1 10'
1:1
SIDE SLOPES
T
0.
0.536
0.648
0.759
0.870
0.981
1.092
1.203
1.314
1.425
2•
0.
0.851
0.962
1.073
1.184
1.295
1.406
1,517
1.629
1.740
4„
3'
1.054
1.165
1.276
1.387
1.498
1.609
1.721
1.832
1.943
2.054
4'
1,368
1.479
1.590
1.702
1.813
1.924
2.035
2.146
2.257
2.368
5'
1.682
1.794
1.905
2.016
2.127
2.238
2.349
2.460
2.571
2.682
6'
1.997
2.108
2.219
2.330
2.441
2.552
2.663
2.774
2.886
2.07
6"
7'
23.11
2.422
2.533
2.644
2.755
2.866
2.977
3.089
3.200
3.311
8'
2.825
2.738
2.848
2.959
3.070
3.181
3.292
3.403
3.514
3.625
9'
2.940
3.051
3.162
3.273
3.384
3.495
3.606
3.717
3.828
3.939
10'
3.254
3.365
3.476
3.587
3.698
3.809
3,920
4.032
4.143
4.254
1.5:1
SIDE
SLOPES
1'
.5J41
0.623
0.734
0.84S
0.956
1.067
1.178
1.290
1.401
1.512
4..
2'
/0.912
1.023
1.135
1.246
1.357
1.468
1.579
1.690
1.801
1.912
3'
1.424
1.535
1.646
1.757
1.869
1.980
2.091
2.202
2.313
4'
1.714
1 1.825
1.936
2.047
2.158
2.269
2.380
2.491
2.602
2.714
5'
2.114
2.225
2.336
2.448
2.559
2.670
2.781
2.892
3.003
3.114
6'
2.515
2.626
2.737
2.848
2.959
3.070
3.181
3.293
3.404
3.S15
6"
7'
2.915
3.027
3.138
3.249
3.360
3.471
3.582
3.693
3.804
3.915
8'
3.316
3.427
3.538
3.649
3.760
3.872
3.983
4.094
4.205
4.316
9'
3.717
3.828
3.939
4.050
4.161
4.272
4.383
4.494
4.606
4.717
10'
4.117
4.228
4.340
4.451
4.562
4.673
4.784
4.895
5.006
5.117
2:1 SIDE SLOPES
1'
8
0.719
0.830
0.941
1.052
1.164
1.275
1.386
1.497
1.608
2'
1.216
1.327
1.438
1.549
1.660
1.772
1.883
1.994
2.105
4„
3'
1.713
1.824
1.935
2.046
2.157
2.268
2.380
2.491
2.602
4'
2.099
2.210
2.321
2.432
2.543
2.654
2.765
2.876
2,988
3.099
5'
2.596
2.707
2.818
2.929
3.040
3.151
3.262
3.373
3.485
3.596
6'
3.093
3.204
3.315
3.426
3.537
3.648
3.759
3.870
3.981
4.093
6"
7'
3.589
3.701
3.812
3.923
4.034
4A45
4,256
4.367
Z478
4.569
8'
4.086
4.t97
4.309
4,420
4.531
4.642
4.753
4.864
4.975
5.086
9'
4.583
4.694
4.805
4.917
5.028
5.139
5.250
5.361
5.472
5.583
10'
5.080
5.191
5.302
5.413
5.525
5.636
5,747
5.858
5.969
6.080
�• - o. - �. ' °• A•IS
UAL TO OR
a e• #OX TO 10% CHANGE m DEPTH (D) AND WIDTH (W) TO BE AS SHOWN ON PLANS.
a. e. .e.e.e.e.e ... _..
. e.e .e. e. e.e. .:
S•be e•ve. eAP•y� b. ee•e4o4 =R bo:•e •e' - :•.:� .:'
I-�►A •� WEEP HOLES ARE TO BE PROVIDED
ON ALL CHANNELS WHERE W IS EQUAL
°e"ppie�pie a SECTION C-C GREATER THAN 4' AND D IS EQUAL TO OR GREATER THAN 2'.
6" AGGREGATE BASE CLASS A3 / I.E.S.) CONE. WEEP HOLE WITH 12" X 12" PLASTIC HARDWARE CLOTH, /4' MESH OR GALVANIZED STEEL
TYPE ISIZE 218 p•_0• WIRE DIAMETER 0.03 INCH, NUMBER 4 MESH, HARDWARE CLOTH ANCHORED FIRMLY TO THE
5`0"
POINT OF GRADE CHANGE
I_D"_I
1 4 �
BOTTOM OF THE CHANNEL.
72% MAX. SLOPE
CURTAIN WALL TO BE LOCATED
FOR CURB AND GUT
.'p, • N'
M4 X 18" DOWELS
SMOOTH BARS Q
AT THE BEGINNG AND END OF ALL
CHANNELS AND ON THE LOWER
FOR SIDEWALK CURB AND GUTTER
% x 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS
-
e
12" C-C LOCATED
END OF EACH EXPANSION JOINT.
BUILT CONCURRENTLY
X x x 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND
AT ALL JOINTS
8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS
SECTION A -A
e•e•e• .e•
ELEVATION
SECTION D-D
COMBINATION 6" CURB AND GUTTER
XVDOT
XVD❑T
STANDARD ENTRANCE GUTTER
SPECIFICATION
REFERENCE
XVDOT
STANDARD PAVED DITCHES
SPECIFICATION
REFERENCE
ROAD AND BRIDGE STANDARDS
ROAD AND BRIDGE STANDARDS
ROAD AND BRIDGE STANDARDS
REVISION DATE
SHEET 1 OF 1
SHEET 1 OF 1
REVISION DATE
SHEET 1 OF 1 REVISION DATE
gp2
VIRGINIA DEPARTMENT OF TRANSPORTATION
502
VIRGINIA DEPARTMENT OF TRANSPORTATION
07/15
VIRGINIA DEPARTMENT OF TRANSPORTATION
109.04
211.03
203.03
GENERAL
P13-1
P61
NO PROJECTION OF PIPE ABOVE GROUND LINE
5' WIN
CONSTRUCTION
JOINT
B
MAX -
N
IP
ABLE)
RUNCATED DOMES
;EE SHEET 1OF 5 FOR DETAILS
ff
Y
PERMISSIBLE
CONSTRUCTION
JOINT y
v
0
o. V
SECTION B-B n n
II II
NOTES: FOR GENERA NOTES ON THE DETECTABLE WARNING SURFACE,
CROSSWALK
SEE SHEET 70F 5.
THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT
IS LIMITED TO 15 FEET.REGARDLESS OF THE AT INTERSECTION
SLOPE.
1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE
,2., MAX. APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS TOP OF FILL TOP OF FILL TOP OF FILL
12:1 MM.- GN1 4 MN OTHERWISE NOTED ON THE PLANS.
TYPE B PARALLEL
APPLICATION
ROADWAY GRADE
IN PERCENT
MINIMUM RAMP LENGTH
IN FEET
4" CURB
6" CURB
0
4
6
1
5
2
8
3
6
9
4
8
2
5
0
s
6
4
5
ROAD AND BRIDGE STANDARDS
SHEET 3 OF 5 REVISION DATE
203.07 07/15
t
U/ CROSSWALK
Mo\
A 4-SQUARE LANDING
6
OUTSIDE OF TRAVELI
sr SHALL DI ULARPROWEED
PERPEWITHIN THEMR I(ED
CROW THE AREA.
S• CROSSWALK AREA
11
PNG abn MAx . WITHIN CROSSWALK
I
I I�CURB
SLOPE
ROPE
4'SUFFER STRIP
4'SU
s' SIDEWALK
SLOPING 48nAx M.
II ,�
I II���
SLOPE
I Max. 5'MIN
DIAGONAL PLACEMENT
n
-
> 5- MIN
P
F
A 4'$OUIRE LLIDINO AREA '$u'
OUTSIDE OF TRAVELWAY E A 4' SQUARE LADING AREA
F
SHALL BE PROVIDED FOR
CROSSW AL PERPENDICULAR CROSSWA K F
OUTSIDE OF TRAVELWAY
SHALL BE PROVIDED FOR
WITHIN THE MARKED
CROSSWALK AEA.
CROSSWALK
WITH
WITH
BUFFER
STRIP CROSSWALK
WITHIN MARKED
A_
CRDSSWALK AREA.
CG-12
DETECTABLE WARNING
SURFACE
SPECIFICATION
REFERENCE
TYPE B (PARALLEL) APPLICATION
105
VIRGINIA DEPARTMENT OF TRANSPORTATION
502
DSB-1
SECTIONAL ELEVATION
302
303
PB-1
TOP OF
2.
H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE.
GROUND LINE x
GROUND LINE x
_� GROUND LINE
x
3.
b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL.
-
- -
/
-
r
/ //
-
- - -
_
" III IL -I
rrr/rr
rrri
II IIdIL
- "III I
-' -
rrrrrr
rrrr
II II II-
_
'I II II
rrrrrr
'r;r rr
rrrr
III=III=1�I-
CIRCULAR PIPE
I E
rrrr rrr
�
rrrr rir
I
//f rrr
rr
�I-
-II
r
O
r/
r
EARTH
r'
+ -III
/
d
r
ROCK OR
+
O
_EARTH
1
D- OUTSIDE DIAMETER OF PIPE.
a
o
UNYIELDING
o
�-
a
a
)
SOIL
2.
d - INSIDE DIAMETER OF PIPE.
o
_
o
- BEDDING
-
MATERIAL
3.
X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.
I -
31
tBFDDING
IJ
X . 12" WHERE d IS LESS THAN 36".
a
MIN.
,p
tl
X . 18" WHERE d IS 36" AND GREATER.
MIN. 1/10 D
1/10 D
MIN. 1/10 D
4.
WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR
X
D
X
BEDDING
MATERIAL
X
D
MATERIAL
%
D
X
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE)
'MIN PER 1' OF H
30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15'OR LESS.
MIN.B",MAX. 24"
FOUNDATION SOFT, YIELDING, OR
5.
REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
Al FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND
LESS IN DIAMETER WITH HEIGHT OF COVER 15'OR LESS.
6.
BEDDING MATERIAL AID CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER
PIPE PROJECTION ABOVE GROUND LINE
SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS.
ELLIPTICAL
PIPE
MIN. 1.5 x D
MIN. L5 x D
MIN. 1.5 x D
MIN. 1.5 x D
MIN. 7.5 x D MIN. 1.5 x D
STOP OF FILL
TOP OF FILL
r--TOP
OF FILL
1.
51 - OUTSIDE SPAN DIMENSION OF PIPE.
2.
S2 - INSIDE SPAN DIMENSION OF PIPE.
x
x
3.
R - OUTSIDE RISE DIMENSION OF PIPE
-
-
••
rir//r,
rrrrrrr
•. �:::::
_
-
-
-
rrrrrr.
rrrrrrr
••••••••
-
-
-
rrirrrrrrrrrrr
rrrirrrrrrr/rrr
-
rrrrr
rrrrr
•
::
•:::??:Lti::-
-
•:•
-
rrrr/rrrrrrrr
rirrrrrri/rrr
-
4.
X -WIDTH OF CLASS !BACKFILL MATERIAL. BEYOND THE EXTREMITY OF THE PIPE.
-
rrr
rr.
:;:}::}::}:::-rrrrrrrrrr-
-
-
rrrr rrr
<
- =
rrr/rrrr/ r rrrrrrrrrrr=
r
X - 12" WHERE S21S LESS THAN 36",
-
••• ::
//
•:
GROUND
•
• •••
5.
% - 18" WHERE SiIS 36" AND GREATER
THE FOR
+
=;:;
r
0:•:
LINE
=
:
r
d
LINE
«
-
rrrrrrr/r 0 rrrrrrrrr
-GROUND
WHERE DIRECTED BY ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED
o
w
o
;•;
NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PRE WHERE S2 IS 38" OR
•-_
LESS AND HEIGHT OF COVER IV OR LESS.
-
o
-
6.
REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AD
-
_
a EARTH
I I
ROCK OR
j
MIN. 1/10 D
- UNYIELDING
HEIGHT OF COVER IV OR LESS.
MIN. 1/10 D
X
D
X
BEDDING
Yz"pER
--�
r
SOIL
- - - _ lu-III-III-III-Ilr
^BEDDING
MATERIAL
V OF H
X
D X
MIN. VTO
D
� EARTH
PIPE ARCH
MIN. B
BEDDING
MATERIAL
MAX.24•• MATERIAL
FOUNDATION SOFT, YIELDING, OR
1.
S - SPAN DIMENSION OF PIPE.
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
2.
R - RISE DIMENSION OF PIPE.
3.
B - SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL
BEDDING MATERIAL IN ACCORDANCE WITH
I
® SECTION 302 OF THE ROAD AND BRIDGE
EMBANKMENT
NOTES:
4.
x - WIDTH OF CLASS IBPCKFlLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE.
SPECFICATIONS.
FOR GENERAL NOTES ON PIPE BEDDING,
x - 12" WHERE S IS LESS THAN 36".
2
x - 18" WHERE 52 DI 36" AND (:(EATER
K
AND SE ISTORML SEWERSATION FGENERPL NO PIPE CULVERTS
5.
WHERE DIRECTED E OR
ENGINEER. BEDDING MATERNAL MAY BE ELIMINATEDES2F
WITH SECTION 302 OF THEROADRAND BRIDGE
SPECIFICATIONS.
REGULAR BACKFILL MATERIAL ACCORDANCE
ON SHEET 107.00.
E
U A
LESSNORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 35" OR
LESS AND HEIGHT OF COVER 15'OR LESS.
rrrr/ FOR PLASTIC PIPE CLASS I BACKFILL MATERIAL
®
O
SECTION 302 OF THE ROAD AND
SPECIFICATIONS.
SPECIFICATIONS.
BRIDGE CRUSHED GLASS CONFORMING TO THE
6.
REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR
IN ACCORDANCE WITH SECTION 302 OF THE ROAD
AND BRIDGE SPECIFICATIONS.
SIZE REQUIREMENTS FOR CRUSHER RUN
AGGREGATE SIZE 25 AND 26 MAY BE
USED IN PLACE OF CLASS I BACKFILL.
ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND
HEIGHT OF COVER 15' OR LESS.
FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL
IN ACCORDANCE WITH SECTION 302 OF THE ROAD
AND BRIDRIDGEE SPECIFICATIONS.
INSTALLATION PIPE
xv=r
�VDOT
INSTALL.
OF PIPE CULVERTS AND
STORM SEWERS
SPECIFICATION
REFERENCE
OF CULVERTS & STORM SEWERS
GENERAL NOTES
ROAD AND BRIDGE STANDARDS
ROAD AND BRIDGE STANDARDS
SHEET I OF 4 REVISION
CIRC. PIPE BEDDING AND BACKFILL
- METHOD "A"
302
REVISION DATE
SHEET 1 OF 1
DATE
VIRGINIA DEPARTMENT OF TRANSPORTATION
107.00
107,01
07/12
VIRGINIA DEPARTMENT OF TRANSPORTATION
303
NO PROJECTION OF PIPE ARCH ABOVE GROUND LINE
PB-I
TOP OF FILL
TOP OF FILL
-GROUND LINE
INN
TOP OF FILL
_x
+ Orr / EARTH
+
rrr
/
+
rrr
//
K
rc
rc
EARTH
BEDDING
BEDDING
MATERIAL
MATERIAL
MIN. 3/4 X S
X BEDDING
MIN. B/
ROCK
OR
MIN.
B/4
MATERIAL
X
S X UNYIELDING
PER
E SOIL
X
S
%
1' OF H
MIN ""a"
FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH
FOUNDATION
ROCK
FOUNDATION
OTHERWISE UNSUITABLE MATERIAL
PIPE ARCH PROJECTION ABOVE GROUND LINE
MIN. 1.5 x S
MIN. 1.5 z 5
MIN. 1.5 x S
MIN. 1.5 z 5
MIN. 1.5 x S
MIN. 1.5 x S
STOP OF FIL
AP-
TOP OF FILL
�c-TOP OF FILL
NOTES BEDDING THICKNESS TABLE `LEARTM � MATERIAL
1. BEDDING MATERIAL IS TO BE AGGREGATE SIZE 25 OR 26. IF FOUNDATION HAS STRIDING J
OR RUNNING WATER PRESENT, THEN AGGREGATE NO. 57 SHALL BE USED FOR THE DEPTH
SPECIFIED ON THE PLANS OR AS DIRECTED BY THE ENGINEER, CAPPED WITH 4 INCHES
OF AGGREGATE NO.25 OR 26.
2. WIDTH OF BEDDING MATERIAL SHALL EXTEND A MINIMUM OF 6" BEYOND THE BASE OF
THE STRUCTURE ON ALL SIDES.
3. HEIGHT OF STRUCTURE (H) IS MEASURED FROM THE INVERT OF THE STRUCTURE TO
THE TOP OF THE FRAME AND COVER OR CONCRETE DEPENDING ON STRUCTURE
TYPE. SEE APPLICABLE DRAINAGE STRUCTURE STANDARD FOR DETAIL.
FOUNDATION
BEDDING THICKNESS
TYPE
(b)
4" FOR H < 10'
NORMAL EARTH
6"FOR H )10'
ROCK
V PER FOOT OF H. MAX. 8"
SOFT & YIELDING
AS SPECIFIED ON THE PLANS
OR AS DIRECTED BY THE ENGINEER
MIN. E MIN. 8/4 tT� T L H-
BEDDING/�' PER ROCK OR BEDDING
MATERIAL 1' OF H UNYIELDING MIN. B/4 MATERIAL
% X MIN. B", SOIL
MAX. 2V FOUNDATION SOFT, YIELDING, OR
NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL
®BEDDING MATERIAL IN ACCORDANCE WITH NOTE!
SECTION 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
x
CLASS I BACKFILL MATERIAL IN ACCORDANCE
WITH SECTION 302 OF THE ROAD AND BRIDGE
FOR GENREAL NOTES ON PIPE BEDDING SEE INSTALLATION OF PIPE CULVERTS
AND STORM SEWERS GENERAL NOTES CN SHEET 107.00.
rrrrr
SPECIFICATIONS.
REGULAR BACKFILL MATERIAL IN ACCORDANCE
WITH SECTION 302 OF THE ROAD AND BRIDGE
CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER RUN
AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFILL.
SPECIFICATONS.
®
EMBANKMENT
IFICATDN
ERENCE
DRAINAGE STRUCTURE BEDDING FOR DROP INLET,
MANHOLE, AND JUNCTION BOX
�/�T
RDAD AN`BRDGE STANDARDS
vT
ROAD AND BRIDGE STANDARDS
INSTALLATION OF PIPE CULVERTS AND STORM
SEWERS PIPE ARCH (BEDDING AND BACKFILL
SPECIFICATION
REFERENCE
SPECIFICATIC
REFERENCE
302
302
302
REVISION DATE
SHEET 1 OF i
SHEET 3 OF 4
REVISION
DATE
303
VIRGINIA DEPARTMENT OF TRANSPORTATION
1
VIRGINIA DEPARTMENT OF TRANSPORTATION303
106.15
107.03
BEDDING
MATERIAL
X X 36" MINIMUM OR 0.25 TIMES
THE SPAN OF THE BOX CULVERT
WHICHEVER IS GREATER.
EARTH OR ROCK
H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE.
FOR NORMAL EARTH FOUNDATION:
BEDDING MATERIAL IN ACCORDANCE WITH
FOR PRECAST AND CAST IN PLACE BOX CULVERT b - 6"
®
SECT ON 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
FOR ROCK FOUNDATION:
FOR PRECAST BOX CULVERT b - 'A" PER 12" OF
H - 8" MIN., 24" MAX.
CLASS I BACKFILL MATERIAL IN ACCORDANCE
FOR CAST PLACE BOX CULVERT b-DEPTH AS SHOWN
WITH SECTION 302 OF THE ROAD AND BRIDGE
SPECIFICATIONS.
O
ON PLANS OR WHERE NO BEDDING IS SPECIFIED BOTTOM
SLAB TO BE KEYED INTO EXISTING ROCK FOUNDATION.
FOR SOFT, YIELDING OR OTHERWISE UNSUITABLE FOUNDATION:
FOR PRECAST AND CAST IN PLACE BOX CULVERT
EMBARKMENT
b •DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL.
A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON
FILE IN THE CENTRAL
OFFICE.
INSTALLATION OF BOX CULVERT
BEDDING
VDOT
AND BACKFILL - METHOD "A"
ROAD AND BRIDGE STANDARDS
REVISION DATE
SHEET 4 OF 4
VIRGINIA DEPARTMENT OF TRANSPORTATION
07/16
10].04
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
��PLTH OF
Ogg /791.
Alan G. Franklin
A LID. No. 35326 w
O 4/
T
. N AL
J
06
2 w
''LLL^ ffZ
vJ < V
U J >
0 IIIIIIIIIIIIIIJ
�I
1�1 U)
N ZLu D Q
�
U) 0
v /
U W
=Z Lu 0
000-0
1..�
Z 5Q
O< LL Lu
U) > CO
Z
J
J
0
0
0.
KEY
ISSUED: 02-20-20
SCALE: NONE
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
SHEET
OF 75
15' 30' 60'
120'
720' LANE TRANSITION 75' 200' LEFT TURN LANE 200' TAPER 720' LANE TRANSITION
- V / / Z / ` / INV. 3a6.4� I \ \ INV. 360.81
- / l I / I I Q \� / )
/ Imo_ �l \
TW 372.64 I / I W j o s o / / /I r / / / / / �5 LF/5F 15" C/MP \ I \ \ \ 49.10 �F 15"
INV. 72 64 J PAVED / T 372 00 \ \ \ \ \DITCH / / /� / / / / / �@ " / \ - J I \ \ CIP�@ 4.71 % \
/ /30.48/ sa
72 LF OF 12" / I ( 0 I V 4I%0% lO \ 3
@ 2.99% ' _380, / _ IELEVE381 50 / / l I 01) l 380 ( \ `� / ///I\ - \ I I / / / 1!✓V 375.00
_ y
DIT
�,---Sled
_P-Omo_St-+- T
15'-� - _� 400\ --880
-n----
_----/ -
\_
n----
VEL
i_-T
-s- l_G�N--37�
o 19+00 -2_1oo---r +00 -24TGO---- -U0-------- + '+ 2+0U�-7 +~_1+---- --- - 22+-------- -r_ -- - _--- --
2 Lf720' LAET---------15+0�---- - -
-12' on 1
+ Lon qLo- T 6
on 36IE -
1
- _3-
/\
-z I
-_--
-3--_6--y3.-6-
--2
I / POST
OH�OEED FIB (10
OPTIC OHE� \oTE�oHEl -
/
-
�\\V �
C- Oy-V--A II D-
ARLY8B0
�\ -
R//EWAY COST
�IN--�V.-� 3
�-64-._2-3XSIN 12" / ON/END OF EX5" CMP 20'DRAINAGE oFIB�R ST
3 OPTIC D6 VD9T M 378.5 I EASEMENTYP. + -31.2LFOF 12-"
S /INV. IN 3 67.78 --
) z CHIP @ T.
-
0-4 G5 � AC�DRIVEWAYRly 38q.0INV.OT 367,68 R�
aV.N
RESIDENTIAL A FsON&15�FFLI�%E�T ARTP 80-58AHIFFLETT \ T3�7.00 REDENTTI
STD C-1VRIP D6-5f8ZP. 608 --
- --- -- -
- \
-
'
-
II sII II A.F III I�,I-II VII W1I,�IIIII11 I II1II 3�� /3.5 /os�zrsissF mL-r�rsoB�9B -SzFs
//� / I\ LI_ I 11 \1 F.,II,tF�. II1I.I11 \I AIh`\.4\ do`Ik�\a €dR ,.".,, g \ �I L's �IIh,kII 'I\ffi I I IIJIARI IIdff I ra o II ) bI =1/ ff✓I w 4msx' II;m.d��-�--
-- - A
\-- --DB. 14>5" F �Q
I397.00 I
LOT r° 3. 0
AosFzaF asF e�sF �6oTNi-Se smi T' t .,, �
_BR
a_18v TMP 80-53 -------
/ COSGROVEM + L\ \ w w w w
+ VV DB. 2821, P. 505
ROUTE 250 IMPROVEMENTS
1"=60'
FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CBR
VALUES OF ACTUAL SUBGRADE MATERIAL. W �AV�
12'+
2,XD-T
TN _-
TI
--� �
--\ -
12' EX. EASTBOUND LANE
OR WESTBOUND LEFT
TURN LANE
12'NEW
EASTBOUND LANE
8'
SHOULDER
(5' PAVED)
4.5' MIN.
12' EX.
FORESLOPE
WESTBOUND
2' MIN. MILL & OVERLAY
2" SM-12.SA
LANE
B5r,4
" VDOT #21A
MAINTAIN EX. CROWN
(OR MATCH EXISTING)
MILL & OVERLAY EXISTING
LANE WITH 2" SM-9.5A _-
EX%
2.00°
5.00 /
3' 1
/y�L rid...,
,.
M
4:1 A.-'• /n...
TIE TO EX. GRADE
ROUTE 250 IMPROVEMENTS SINGLE LANE ADDITION
TYPICAL SECTION
12' EX. EASTBOUND LANE
OR WESTBOUND LEFT
TURN LANE
12' EX.
WESTBOUND
LANE
2' MIN. MILL & OVERLAY
MAINTAIN EX. CROWN
MILL & OVERLAY EXISTING
LANE WITH 2" SM-9.5A -y
N.T.S.
FINAL PAVEMENT SECTION DESIGN TO BE BASED ON FIELD CBR
VALUES OF ACTUAL SUBGRADE MATERIAL.
2.58'
VDOT STD. CG-7
24'
12'EASTBOUND THROUGH LANE
2" SM-12.5A
4" BM-25
9" VDOT #21A
(OR MATCH EXISTING)
B ROUTE 250 IMPROVEMENTS DOUBLE LANE ADDITION
6/ TYPICAL SECTION N.T.S.
THIS AREA MAY BE CONCRETE AT
THE OPTION OF THE CONTRACTOR
ROAD AND BRIDGE STANDARDS
$HEET 1 OF 1 REVISION DATE
201.04
NOTES:
1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE.
2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE,
4000 PSI IF PRECAST,
3. COMBINATION CURB & GUTTER HAVING A RADNS
OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL
BE PAR) FOR AS RADIAL COMBINATION CURB &
GUTTER.
6'
EXISTING/PROPOSED
TREE, TYP.
0
TO EX. GRADE
WP-2
i�--�-->♦ EDGE OF EXI ED XNED PAVEMENT
(AS DETERMINED
INFIELD)
TACK COAT THE PROPOSED
CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS
EXISTING SUBBASE PROPOSED SUBBASE
--------
COMPACTED SUBGRADE
CONSTRUCTION JOINT DETAIL
® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS
® PROPOSED MINIMUM 1'/i INCH THICK ASPHALT SURFACE COARSE (SEE NOTE 5)
x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS
AS DETERMINED BY CORES (SEE NOTE 3)
NOTES:
1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER.
2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT.
SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN.
3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING
PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET MART.
4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF II/ INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE
PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY TfE ENGINEER.
S. THE ENGINEER MAY REQUIRE THE MR -LING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVMENT CROSS -SLOPE
AND EFFECTIVE SURFACE DRAINAGE.
6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER.
7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REOUREMENTS OF SECTION 315.05(0) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS
AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(o) OF THE
SPECIFICATIONS.
ASPHALT PAVEMENT WIDENING SPEREFERENCIFICATION
CE
REV 11107 FOR WIDENING SUBJECT TO TRAFFIC 305
303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 3,5
p� PAVEMENT WIDENING (VDOT WP-2)
$ % DETAIL
4, FOR USE WITH STABLRED OPEN -GRADED
DRAINAGE LAYER, THE BOTTOM OF THE
CURB AND GUTTER SHALL BE CONSTRUCTED
PARALLEL TO THE SLOPE OF SUBBASE
Nt
I
COURSES AND TO THE DEPTH OF THE
PAVEMENT.
5. ALLOWABLE CRITERIA FOR THE USE OF CG-7 IS BASED
ON ROADWAY CLASSIFICATION AND DESIGN SPEED
/
AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN
MANUAL N THE SECTION ON URBAN GS STANDARDS.
-
Go
3' MIN.
3' MIN.
6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING
BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN
10.OR THF�CIINIANGE IN STANDARDS CAN BE MADE AT
E
. GRADE
VDOT STD. HR-1, TYPE 3, OR
REGULAR E NN6655
2' 10'
2'
RAILING WHERE REQUIRED
CURBD GUTTER ISMIN.
HEN BTAADNRD
7' U
MIN.
NOTES BELOW)
D THE EN RANCE OR STANDARD
(SEE
CONNECTION FOR STREET INTERSECTIONS ME TO HAVE
THE MOUNTABLE CURB CONFIGURATION INCORPORATED.
�-_
p
IF
A s a e a e a s a >
COMBINATION 4" CURB AND GUTTER
VIRGINIA DEPARTMENT OF TRANSPORTATION
SPECIFICATION
REFERENCE
105
502
.0% I 3:1 SLOPE, TYP.
(2:1 MAX)
3:1 SLOPE, TYP.
(2:1 MAX),
2" SM-9.5 ASPHALT SURFACE SLOPE IN DIRECTION OF
6" VDOT #21A STONE BASE PREVAILING EXISTING GRADE
COMPACTED SUBGRADE
NOTES:
1. A MINIMUM 2 FOOT WIDE GRADED AREA WITH A MAXIMUM 6:1 SLOPE, SHALL BE MAINTAINED ADJACENT TO
BOTH SIDES OF THE PATH.
2. A MINIMUM 3 FOOT CLEARANCE SHALL BE MAINTAINED FROM THE EDGE OF THE PATH TO SIGNS, TREES,
POLES, WALLS, FENCES, RAILING, GUARDRAIL, OR OTHER LATERAL OBSTRUCTIONS.
3. WHEN THE SEPARATION FROM THE EDGE OF THE SHARED USE PATH TO THE TOP OF THE SLOPE IS LESS THAN
5 FEET, A PHYSICAL BARRIER SUCH AS RAILING (HR-1, TYPE III) OR CHAIN LINK FENCE IS REQUIRED IN THE
FOLLOWING SITUATIONS.
• SLOPES 2:1 OR STEEPER, WITH A DROP OF 4 FEET OR GREATER
• SLOPES 3:1 OR STEEPER, WITH A DROP OF 6 FEET OR GREATER
• SLOPES 3:1 OR STEEPER, ADJACENT TO A PARALLEL WATER HAZARD OR OTHER OBVIOUS HAZARD
Page 6H-54 September 2019
Typical Traffic Control
Lane Closure on a Two -Lane Roadway Using Flaggers
(Figure TTC-23.2)
TE
Guidance:
1, Sign spacing distance should be 350'-500' where the posted speed limit is 45 mph or less, and 50W-800'
where the posted speed limit is greater than 45 mph.
2. Care should be exercised when establishing the limits of the workzone to insure maximum possible sight
distance in advance of the flogger station and transition, based on the posted speed limit and at least
equal to or greater than the values in Table 611--3. Generally speaking, motorists should have a clear line
ofsightfrom the graphic flagger symbol sign to the flagger.
3. To maintain efficient tri ffcflow in a flagging operation on a two-lane roadway, the maximum time
motorists should be stopped at a flagger station is 8 minutes for high volume roadways (average daily
traffic of 500 or more vehicles per day) to a maximum of 12 minutes for low volume roadways (less than
500 vehicles per day). For additional information see Section 6E.07.2
Standard:
4. Portable Temporary Runde Strips (PTRS) shall be used as noted in Section 6F.99.1
5. Flagging stations shall be located far enough in advance of the work space to permit approaching
traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for
departing traffic in the left lane to return to the right lane before reaching opposing traffic (see
Table 6H-3 on Page 614-5).
6. All Baggers shall be state certified and have their certification card in their possession when
performing Bagging duties (see Section 6E.01, Qualifications for Flaggers).
7. Cone spacing shall be based on the posted speed and the values in Table 611-4 on Page 6H-6.'
8. A shadow vehicle with at least one high intensity amber rotating, flashing, or' oscillating tight shall
be parked 80'-120' in advance of the first work crew.
Lion:
8. A SLOW (W21-V 10) sign' may be required in this area to give advance warning of the operation ahead
by slowing nnroaching traffic prior to reaching the fagger station or queued traffic.
Guidance:
9. If the lqueue of traffic reaches the BE PREPARED TO STOP (W3-4) sign then the signs, and if used the
PTRS should be readjusted at greater distances.
10. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that
queues resulting from the lane closure might extend through the highway -rail grade crossing, the
temporary traffic control zone should be extended so that the transition area precedes the highway -rail
crossing (see Figure 7TC-56for additional information on highwa).-rail crossings).
Standard:
11. At night, fagger stations shall be illuminated, except in emergencies (see Section 6E.08).
Sion:
12. Cones may be eliminated when usingilot vehicle operation or when the total roadway width is 20 feet
or less.
13. For low -volume situations with short work zones on straight roadways where the fagger is visible to road
users approaching from both directions, a single Bagger, positioned to be visible to road users approaching
from both directions, may be used (see Chapter 6E).
Standard:'
14. When used', three portable temporary rumble (PTRS) strips shall be installed across the entire
travel lane adjacent to the BE PREPARED TO STOP (W34) sign. The portable temporary rumble
strips shall be monitored and adjusted as necessary during the work shift to ensure proper
placement on the roadway. When the PTRS are installed, the RUMBLE STRIPS AHEAD (W20-
V26) sign shall also be utilized.
1: Revision 1- 4/1/2015
2: Revision 2 - 9/1/2019
VDOT General and Traffic Control Notes:
1) A VDOT Permit will be required prior to the startof work and can be applied for prior to the pre -
construction meeting so that it may be presented at that time so that any questions or concerns
about the permit may be answered.
2) Pre -Construction is required on site to go over construction time frame for starting and
completing road improvements within the right of way.
3) All work to be constructed to the latest VDOT Road and Bridge Specifications and Road and
Bridge Standards.
4) All materials to be used in current and future right of way will be tested as stated in the VDOT
Manual of Instructions available under VDOT Material Division for placement and required
testing and intervals. Also VDOT inspector will also be available to answer questions or concerns
and visit site as requested to review.
5) All traffic control will be per the latest edition of the Virginia Work Area Protection Manual or
per the approved Maintenance of Traffic plan sheets provided by the developers engineer and
approved prior to job going to construction. The contractor will have available at all times a
certified person at a minimum with Basic Traffic Control Certification and for more advanced
traffic control an individual with an Intermediate Traffic Control Certification would be
preferred for more complex layouts. Allowable work hours will be reviewed when permitted if
not referred to in the approved plan set.
6) All structures (DI'S) and cross pipe to have backfill testing and will need to reference structure
number as referred to on the plan showing profile and depth and location of test.
7) All CD's and UD's to be inspected prior to covering.
8) All fill areas shall have backfill material from an approved source or a tested on site source and
all testing reports for this material will need to be attached to the backfill density reports and a
profile will need to be available with depth and location.
9) CBR test results will need to be made available for review and approval and an in the field sub -
grade inspection by VDOT inspector prior to placement of any base stone. Subgrade density
reports will also need to be available or test occurring the same day VDOT Inspector is on site.
10) Base stone will need to be inspected and depth checked prior to placement of any asphalt being
placed. Also third party inspection reports will need to be available for review. Reports to be
made available would be Roller Patterns and Density per the VDOT Manual of Instructions.
11) Concrete Testing is to be performed per VDOT Road and Bridge Specifications.
12) Signage locations to be marked prior to permanent installation. And pavement markings to be
sketched out on asphalt with heavy chalk or lightly marked with white paint prior to placement
of permanent markings.
13) WP-2 standard to be on plan set for all commercial entrances and will also be put in permit if
not on plan set.
14) Replacement of all raised traffic markers and pavement markings that are disturbed during
construction will be replaced or pavement markings refreshed for tie in back to existing road
alignment from road improvements.
15) All existing VDOT Signage impacted by road improvements will be reviewed prior to removal for
temporary storage or temporarily located as required, but will not be removed by contractor
until VDOT inspector has reviewed. Certain storage requirements for signage are required due
to the reflective sheeting. Do not store signs face down or sheeting to sheeting.
E VDOT GENERAL & TRAFFIC CONTROL NOTES
$ DETAIL
September 2019 Page 6H-55
Lane Closure on a Two -Lane Roadway Using Flaggers
(Figure TTC-23.2)
Or3Hr
Xaom -T
Oroa
OV3HY
avoa �T
3NY7 3N0
salsNs -
3`7
dOiS
03atld3ad
3BOz
qr, G20-2 (V)
ml. `-500+
1 ~B o
O
9 S S'E'Z S3iON 336 0 50'-100'
NOI1tl1S N300V1J 0
O
C BUFFER
_ SEE TABLE 611-3
PTRS SPACING
(CENTER TO CENTER)
POSTED/STATUTORY SPEED LIMIT
140 MPH 10 FEET
41-55 MPH 15FEET
> 55 MPH 20 FEET
\\ 80' -129
a
SHADOW VEHICLE
PTRS REQUIRED
SEE NOTE BUFFER
nommoommo SEE TABLE 6H-3
0 50' - 100'
00 FLAGGER STATION
o SEE NOTES 2, 3, 5 & 6
+ nos
wiDa m-w
I am
ROADWAY
CENTER LINE
PTRS
SEE NOTE 4 & 14
1: Revision 1-4/112015
2: Revision 2 - 9/1/2019
� - } w20-7
W3-4
SEE NOTE 10
eu W20-V26
Ps SEEN OTE 15.;
u
W 20-4
D
tK W20-1
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
LT H of
U /y
Alan G. Franklin
TO
�33Lic. No. 35326 W
1 2;
FSS ONAL F�V
w
vJ
< Z
(D
CD LI J
IIIIIIIIIIJ
J > Lu
NO
5;Z I^.L
I.SL
O
U
J O Z LO
Z <
G W
Q Mw
W Z)
J NO
I..L
KEY
ISSUED:
SCALE: AS SHOWN
REVISIONS:
SHEET
D � VDOT STD. CG-7
$ ) DETAIL
G � SHARED USE PATH
DETAIL
H ROUTE 250 CONSTRUCTION TRAFFIC CONTROL STANDARDS
S-073DETAIL
N.T.S,
OF 75
44.8' OF 18" RCP
@ 3.73%
— PHONE PEDESTAL
FIBER OPTIC
POST '
80,
I
I I
I I
I
I I
- - - - YELLOW STRIPED
I �
- LIMITS OF ASPHALT GORE
MILL & OVERLAY, TYP
INV. 370.86 _ - ITCH
YELLOW
STRIPE +OO _ - -- -
- - _ - -
NE RA RANSI
720' LA
\ V - 91.3LFOF33" A4--------
DIP @ 2.96% \
12'+
V \6 - - - - LIMITS -
\ N I 6 � \ - � TS OF NEW
A3+0 PAVEMENT, TYP — - -
oe
_
ADJUST -
I /D&IV) WAYAPRON A
\ \
FIBER OPTI G^/ ' ' ' / Aro / / / \ \ \ / NEEDED S \ DRIVEWAY - - -
POST'�---
Kv
TW 371.96 TMP 80-46B \
INV. 368.16 AU REY SRESIDENTIALI TT
_ \
DB. 1414, P. 261 vv
--
' ELECTRIC \
I I POLE &
O I
INV. 392.50 ' \ Ok0 -" ' PHONE PED. `
i L�
I
MB
10, 20' 40'
I \
k \ F� o
` TMP 79D-18 I I /� \ w
R. GREGORY MAGRUDER i \ Ox) w
� v o- RESIDENTIAL I I �� ` U)
,-
DB. 368, P. 175 I Iw
—FIBER OPTIC
POST I
INV. 390.83 I I I \ \ w
/ � z
' I J
- / U
I
LANE TRANSITION SIGN & II TMP 79D-17 I
/ o IAILBOX INTERSECTION AHEAD SIGN I R. GREGORY MAGRUDER \
(MB) / , / I RESIDENTIAL \
I � ' DB. 368, P. 175 I `
' TMP 79D-19
I , / TMP 79D-16
R. GREGORY MAGRUDER I I \ \
RESIDENTIAL I R. GREGORY MAGRUDER
/ I — — II II
RESIDENTIAL
DB. 368, P. 175 DB. 368, P. 175
TRIPING
AT END \
\
`
`
OF
\ \ I I II I PARKING ZONE
\ I �
O
I I I I I I \\ I \\
/ I \
TMP 79D-15
R. GREGORY MAGRUDER
v RESIDENTIAL
DB. 368, P. 175
/ I I
I MATCHLINE -'SEE SHEET 13
,Ian Franklin PE, LL(
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
PLT H OF
U Alan G. Franklin
A Lic. No. 35326 w
o c�,
2
ass/oNAL
A�
W
= w
(D
Q
LL z
U) < (.9
Olf
U J > z
0 J Q
N � �
U) 0 D
Q O
� ZJ >-
� OfJ
0 Z Q
LL Q W
U) > CO
Z Q
/Q
L.L 0
KEY
1
12
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
SHEET
OF 75
i I I
\ \ * NOTE: /
\ I THE 70' WIDE RESERVATION ZONE AND 30' WIDE LANDSCAPE BUFFER ARE HEREBY
\ RESERVED FOR FUTURE DEDICATION FOR PUBLIC USE UPON DEMAND OF THE COUNTY.
\ THE UPKEEP AND LANDSCAPING OF THESE AREAS SHALL BE THE RESPONSIBILITY OF - -
\ THE HOA UNTIL THE COUNTY DEMANDS DEDICATION AND ACCEPTS IT. Q 10' 20' 40' 80'
\\--—————
— -- _' TW372.64
---- - I \
1 — INV. 370.63 I \
-r -- -- -- -- --
__ I — — —
72 LF OF 12" I I _
GR4VEL / PAVED DIP @ 2.99% LIMITS OF ASPHALT I I - - -
LOW STRIPED GOR _ _ _ - - - _ - - _ - - - - _ — - _ _ MILL & O ERLAY TYP DOUBLE YELLOW STRIPE I / PAVED
\, ----- - � -' ----- -
DITCH \ -- ----- - - ------ --- M -_- - _- - --- ---
------- �j. RC ITE-`1 0-�55- '----------- 1 - -- - - -
_ � �
17+00 18+00 19+00 12'+ 20+00 21+00 T 7�'
TRANSITION 12+ I
----
-- _-
16+00
VA 720' TRA ION) -
- -----
- - - --720' LANE TRANSITION- O
- - --- -- ----- 665'SIGHTLINE(60MPFjj-====---------------- ---- -- -- -- ----_ -- -- ---------
_ I
+ STREET
__----
----------
_ _ � NAME SIGN
-- - - - -
-- GHTLINE(60MP�-I�--- __
--------- II
___ ---- -------------------------------------200'TAPER--I
+
�� I
STOP
FIBER OPTIC- ---- -- - - - -- - - - - -- 12' SIGN
POST
_ 50'RL--
I -
_--------
200RIGHT TURN LANE I I STOP
- ADJUST I — I II BAR
DRIVEWAY TW370.75 \ I
APRON AS 10' ASPHALT TRAIL
W/ 2' SHOULDERS LIMITS OF NEW INV. 368.48 I I
NEEDED. /DRIVEWAY (2% MAX. CROSS SLOPE) PAVEMENT, TYP VDOT STD. VDOT STD. CG-12
I
CG-7, TYP TRANSITION HC-RAMPS, TYP I
I BLOCK LIMITS, TYP.
FROM CG-7 \
I � �
- - R.O.W. DEDICATION TO CG-6
- t I R.O.W. RESERVATION ZONE V I II FV
RESERVATION ZONE
VDOT
*(SEE NOTE ABOVE) *(SEE NOTE ABOVE) STD.
CG-6, TYP I
I SINGLE FAMILY DETACHED I
RESIDENCE W/ 2 CAR GARAGE AND I
I 2 APRON SPACES, TYP. I
t IMOM m AMENITY
... Boom m� AMENITY mum SPACE
_ _ J 30' LANDSCAPE SPACE .61
---
BUFFER
6
*(SEE NOTE ABOVE)
30'LANDSCAPE I I
TMP 80-46B t BUFFER
AUBREY SHIFFLETT 0 `(SEE NOTE ABOVE) I W I I
RESIDENTIAL
t
III IIIII II F-7 F
I I
I mH m�o WSPEED
SGD8.1414,P.261 co
_- STBACK, TY7 RTzv ILo
-
CR
CDRPI
I coF_
r mw I I I
II II
w m
II
mll m l II w
t I N LOT I-15 I I 1 N I 11
� U I U Z I I m I
l 0 5,424 SF I LOT I-16 I I I I I I 0 I I
LOT I-22 I o o l o LOT 1-24
LOT 1-18 1 LOT I-19 I I 1 5,939 SF o LOT 1-231co6,826 SF o I o
rn 5,424 SF LOT 1-17 LOT 1-20 LOT 1-21 00
EO 5,424 SF 5,424 SF 5,424 SF 5,424 SF 5,939 SF IN
STA. 12+70.85 BUTTERFIEL LANE _
w III III 5,424 SF III III STA. 15+99.28 TERRAPIN TRACE I 1�
2 I I 1 1 I 1 1 1 1 I I IR
�, t II II II II II II II Fi II II � k
LLI I� �jI III I III �I I III �� �I II I II I� L- J I II IT \L �I 1 II IT � I 1 CG96 TYP I L- I 1 II I�r L- III 1 IL- � �I ��I 1 ICI IT L- �I I � �� I ��F
L� t L� a r
IL— I CI I CI �I I L �I �I I I� — I �IIc DI
W
Z_ 1
18-1 L 3
J 1 �' �RLNTTBACK AL GN W/ ACSA EMI, lT P. I I I ',. p. I I IONT SETB/A K A�IGLW/ACSAW�ESTTYP.
Z 1 I PAINTSTRIPING I (1 ' MIN.) I I I I= 1 0' MIN. I (10' MIN.)
Ci AT END OF �� ' TYP. V I
PARKING ZONE
73
1
' 5' CONC. WALK 5' CO C. WALK CONC. WALK
' 6.5' 6.5' 35'R I
200 ADT r SIGN
I - I
SYP,
0+00 ---- —= 11+00 _ 12+------J ---- —= 13+Ob----- ---- 14+00L--- ----- -----_--_— — PARKING 15+00 I 6 00
r SIGN
54' % p. _ S53s4636"E n�o> I
NO PARKING 29' N o AVAILABLE GUEST, P9, R.O.W. TERRAPIN TRACE VDO - _ _ - - _ 1120.26' PAINTSTRIPING STOP I
- - - - _ in U) ON -STREET PARKING
_BEGIN TERRAPIN LANE SIGN (NP) _
STA. 1U+00.00 - - - - - t - 15'R M d (PUBLIC: 25 MPH) T LINES25MPH - CG-6, TYP AT START OF I-
Yo $J�H- PARKING ZONE
PC = 10+14.5 _ _ PC — 12+99.51 1
NPR- _—
PERMANENT VDOT STD. - 6 5_ _ _ _ < NP > STOP 6.5'TYPE III
\ WITH MU CDRICADES - 5' CONC. WALK- �'�IMHTLTNlE-2'$- - - - - - - - SIGN - - - - - _��- - - - - - - - - - - - - - - - - CONC. WALK \i O
O
"END OF ROAD" 30' 1' _ L _
\ SIGNAGE VDOT STD. CG-12 SPEED ro M 1
VDOT STD. CG-12
HC-RAMP, TYP 1+91- -ERRA CE - STREET VDOT
LIMIT SIGN 20' MIN. I 1
t 30' VDOT STD. CG- 2 �
�1- n 00 ME "1:. MP
" 10' FRONT T CK, TYP. P. 10' FRONT SETBACK, TYP. 1
18'> STA. 10+00.00 MEANDER W Y NAME SIGN Z� B�
10' FRONT SETBACK, TYP. 35'R v 1 35'R I
v P. I A al
a o FIR z
25 _NO, IN I 1 I 1i _ 1 I mLL
v I
PA KING i N CIAPA TSTRIPING � S�� D
t SIC-N i A �a • Fv AT ND OF LIMI SIGN I v 1
i rn PARKING ZONE /
1 $ a 1 1LI 11 5' g-H ' ,
LOT I-27 I LOT I-289S
� I LOT 1-29 I g t'
,935 SF 4,596 SF 1 1 I I
LOT I-39 ,-� CIAt° � V � 1 1 4,644 SF _
1R. .w.
1 \ 8,646 SF \ " \ 1�0� 6 LOT I-30 LOT 1
F 70149 SF I I
m �� 5,952 SF T 5,9 2S
w—
\\1>I
1 It \\ % � kp AVAILABLE GUEST,
O ON -STREET PARKING I I
BLOCK I �� // 5' -1 L L �OTSTID I I / 1
/ \ 6.5' P 5' REAR SETBACK, TYP. \ � � - .�
aq
cG s,�rYP I / Z
29, I I I I/
5,6.5' RO`4W�`F // I Lulf
/N+ a �I
\ LOT I-40 1' \
j /; VDOT STD. / _ 5' REAR SETBACK, TYP. ST /2 o to ��
` j \ 6,481 SF \\ �20 MIN. nROPONG
0 \20 CG 6, TYP / %�� - - - - - - - - - .QT END OF - - I ~ " �I FZ
PAINTTYP 2 `� % PARKING ZONE I o U o/
5' REAR SETBACK, TYP I io I
\\ / ow AVAILABLE GUEST,
LOT I-38 1 -pO `y�,F "' � l \\ / 1 I� � = _ _ ON -STREET PARKING � ,�
A 7,681 SF 1 _ _ _ I IN 1
N 20'\ - i
�, ( LOT I-33 TYP. w 1
v / I I 7 COD
\ r O C� / / w �- p� l 1-
— I
LOT 1-41 yO \ \ / ��� 1
N G v k o \ I ON STREET PARKIN 1 0 1 I
5,952 SF / ;0 00 / / L REQUIRED FOR PARll
AI TSTRIPING LOT 1-37 / Ti
v PARKING ONE 8,394 SF
A�
\ AMENITY
i \� / \ /
\/
1 j �� \ / / 1 II LOT I-34 15+0 .6g
SPACE j 1
\° \ LOT 1-42 / 5,766 SF
MATCHLINE - SEE'
14 5,952 SF \ /i MATCHLANE JSE SHEET 14\ L' — � I
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
\�T H OF ,7,�
i
Alan G. Franklin
70 Lic. No. 35326 W
0 2;
FSIS O N A L
W
2 w
v (D Q
rrLLL ffLV
V_nn
J
0J>
of - Q
m \ � J
J LL
N / D
LLJ O
Q ZJ>-
O Z Q
ILLQ LLl
U) > CO
Z Q
Q
a
Q
0.
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
09/02/21 - BRIDGE/WALL COMMENTS
SHEET
OF 75
I I
BM SET/MON, LU I
ELEV.381.50 Z NOTE:
Q THE 70' WIDE RESERVATION ZONE AND 30' WIDE LANDSCAPE BUF�ER ARE HEREBY I
J RESERVED FOR FUTURE DEDICATION FOR PUBLIC USE UPON DE AND OF THE COUNTY. I
I w TW 372.00 THE UPKEEP AND LANDSCAPING OF THESE AREAS SHALL BE THO RESPONSIBILITY OF I 0 5 LF OF 15"
INV. 369.48 THE HOA UNTIL THE COUNTY DEMANDS DEDICATION AND ACCEPTS IT. T P @ 4.70% 40' 80'
1 0 �\ CM @ OF 15" I T NV. 376.44
- O \ CMP@2.67% I I �- 375.00
C \ O O
/ G
- - — \- - - - - I- - - l t - - - - - FIBEROPTIC
175'TOCENTEROFMOOSELANE - - � � U.S. ROUTE 250 (55 MPH) 66' R.O.W. POST
/L \ �
SIGNO �/ pAVEO \ c0 DOUBLE YELLOW STRIPE \
DITCH SINGLE WHITE STRIPE LIMITS OF ASPHAL SIGN O GRAVEL
YELLOW RIPED GORE SIGN
/ MILL &OVERLAY, TYP O DITCH DITCH ° SIGN
-- - - bOLIBLE� €LL-0VSTRIP �J - -
----------
- - —
200' TURN LANE 24100 25 1 00 200' TAPER
BEGIN 720' TRANSITIO 12'+
- - - - - -- --------------
_ - --
r_— =4E----.---_= ----------------------------------------------_--------------------------_----------------------—-- - - - - -- - --- -----------
50'R 12' -------------------------------- 12' 12' 12' - 0----T�'
- - - - - - - - - - -- 1
15'R
VDOT STD. FIBER OPTIC
CG-7, TYP VAULT
+ CO _�/
FIBER OPTI_
/ 1 V ASPHALT TRAIL MARKER
BLOCK LIMITS, TYP. W/ 2' SHOULDERS
(2% MAX. CROSS SLOPE) / FIBER OPTIC
VDOT STD. CG-12 LIMITS OF NEW POST
HC-RAMPS, TYP PAVEMENT, TYP 70' R.O.W.
RESERVATION ZONE 70' R.O.W. m ADJUST EX. ENTRANCE TO
'(SEE NOTE ABOVE) RESERVATION ZONE CUMBRIA DRIVE AS
J NECESSARY
(PROVIDE PAVED APRON)
04
TEMPORARY CONSTRUCTION I-
I EASEMENT OR LETTER OF LLI
PERMISSION FROM OWNER OF Lu
T_
TMP 80-58A TO BE AQUIRED =
\ U)
PRIOR TO CONSTRUCTION
LLI
AMENITY , LLI
30'LANDSCAPE SPACE AMENITY \ \ U)
SPACE
BUFFER 30'LANDSCAPE \ \ Z
'(SEE NOTE ABOVE) BUFFER
J
— — R REAR SETRAr,K TVP. — — — — — — \ G
AMENITY Cv ♦ McR1, �qN
LLI o IF -1 SPACE
- - - - - - - - - - - - - - - - - - - - - - ` C
w F REAR ETBACK, TYP 5' AR SETBACK TYP. F REAR SE ACK, TYP.
2 I 3,434 SF FOO PRINT SHOW 3,43 SF FOOTPRI T SHOWNFF
`
Lu r + 6,000 SF MAX MUM 6,00 SF MAXIMUM 3,000 SF M PRINT SHOW
T_ O O I STA. 18+00.00 TERRAPIN TRACE = 1 a
m 6,000 SF MA MUM
LU w O I STA. 10 00.00 MOSSY ROCK RD I I I 1 I
(n d I I I I I I I I I I I v
' z LOT 1-25 I I I I I I I I I I I I I I I F I
Z 7,547 SF I U CONTECH BRIDGECOR SINGLE RADIUS w
m� STEEL ARCH SPAN ON CONCRETE 12' X 20' 1 t12' X 20' mJ LOT I-26 12'X 20' w 15 - TOWNHOUSES W/ 1 CAR
=w STRIP FOOTINGS, OR EQUAL GARAGE, GARAGE,5630 SF I 28'-10" SPAN X 7'-5" RISE X 71' -6"L 20' 20' GARAGE, aa 20' TYP GARAGE & 1 PARKING APRON
V w ( ) TYP. TYP TYP. TYP } n GUEST PARKING ON TERRAPIN
1- p I MODULAR BLOCK HEADNVING WALLS, I a 100, d a 100' TYP. 100'
Q in TYP. 34.3' 1 1 1 I I 34.3' I I I I U I V 34.3' I I TRACE (4 REQ. -#) AMENITY
I + 1 I I YP. I 1 J I m TYP. I —I I SPACE
n // I V TYP.
_ 1 860 SF 1 8601 S LCJT I-52 m LOT I-55 L( �T I-56 �_ �_
II I II II m LOTI 149 2 18 SF m m LOT I-57 LmT 158 N 2L6 I SF LOT 1-60 LOT I-61 LOT 1-62 LOT 163
w 2,418 SF 1, 60 SF w w 4003E 1,8 0 SF 1,860 SIF 1, 60 SF 2 18 SF w w 1, 62 SF 1,8 0 SF 1,060 SF 2, 18 SF
L IT L j EXPANDEW.VDOT
II 10 WALLA
FRON TBACK ALIGN W/ ACSA ESMT TY
(10' MIN.) I
0' MIN.
TYP. VDOT O
- - w w w
g LO En
cn
1 I I I I I I I I I I 1
10
FR T SET K IGN W S ASEM N P. FRO T SETBACK AlIC N WY ACSA I A 3EMENT, l
10'
STD. HR-1 I I I
TYP.
CONC. WALK
5'
I 1 / /
CONC. WALK
s.5'
it rl
I II !/ !It
/ 11 I
N
STOP SIGN
(500 ADT)
17+00
I # # I
#I #I
19+00
----------L----------_ - ---- ---- -
_
NO
54'
PAINTSTRIPING
�nir--�^-O�
���(►-
n� lr______O
I I I
�f
-
PARKIN
-qr
- �~ - I -(
-
PAINTSTRIPING
SIGN
29 TYP.
PARKING ZONE
ON -STREET P RK VG I I I
O
AT START OF
(NP<)
- - - -
VDOT STD.
CG-6, TYP
REQUIRED F OCK I I I I
w
PARKING ZONE
- ---
-_
#1 II I
II
N o
�0 1
6.5
_
CD
CONC. WALK 5'
86' SIGH71 LIMI= 25MPH) - - - -''''
Z w
/
AVAILABLE GUEST,
VDOT WIALOB I I
STD. HR-1 1 it
I 11
PC = 1fl+.39—
r CD
o
- - - -
Ems
� - - - 6.5'
WALK 5',
54'
:.O.W. 20+00 (200 ADT) 21+00
TYP. _
S53°46'36"E
1120.26' _---
ERRAPIN TRACE -------------
(PUBLIC: 25 MPU)- - _ VDOT STD.
- - _ CG-913, TYP
<NP>
ON -STREET PARKING
35' R _ 1 GROUT S TBACt, TYR_ I - Z 35� 35
ZO STREET VDOTI STD. CG-12 '
L a -NAME SIGN i0 R d to r HG MP, TYP
_ Y T_ - O
�I �� 10' 10+71 03 0 ��
LOT I-14 m _ _ _ _ EXPANDEDypQj o STiP LOT 1-66* ll
6,784 SF N I '
FRONT SETBACK ALIGN � I SPEED o SI N 1 7,528 SF ll
LIMIT
� W/ ACSA ESMT, TYP. Q� 1 MODULAR BLOCK If
(10' MIN.) RETAINING WALL Z
_ (9' MAX HT)
yP PAINTSTRIPING 20' MIN.
- - AT START OF �I I I TYP.
- - �4 PARKING ZONE 10'
O J-18
18'
z : ZTY
TYP I a /20' Y w
TYPI Q 'µ_ _ II
LOT 1-13 IIa- I - _ LOT 1-67* LOT I-65* r I I - -� 5,950 SF
- -� I 1 5 .5' o' Q i 5,952 SF r I 8,836 SF ~
—' II 3 Q
" 2 6.5' Z o m' m
5 ' S'
O — II � AVAILABLE GUEST R.Q.W. 1 Q �� ll U 1
�— �Sla I TYP. Y- _ �� � w
�G3Y� O f ON -STREET PARKING -- U_ W' p
Q J I AMENITY i I _
-z
co
' w
S15 QE PA SE CABT TYP l
3 �
STREAM CG 6VDO� TYP�� I 1
Y I V OT!
L I o Q LOT I-68
L - LOT 1-12 I IU Q 's P - 5,952 SF 1
- - 5,950 SF II I 0 1
z--
O o
O O N n
_ O
N �- J LOT 1-69* 11 I AMENITY
LOT 1-11 ' 5,952 SF
5,914 SF ll SPACE
/ Z
i ll BLoc;K I
NO PARKING I I
SIGN (NP)
I
Q. II
c� V �,If
V
/, I
1 UFRONT SETBACK, TYP.
18'
TYP.
O �
- II
LOT 1-64
7,062 SF u
J
F REAR SETBACK, TYP
JJ
-f 1 — —
O /
i
' 'HATCHED AREA RESERVED
FOR FUTURE RIGHT-OF-WAY
i ! i DEDICATION UPON DEMAND
OF COUNTY
' G '
BLOCK I
i
/ STA. 20+92.20; 33.50' RIGHT =
/ CENTER OF CUL DE SAC
/ I / TERRAPIN TRACE TMP 80-52
T/ RIVANNA INVESTMENT
I I RESIDENTIAL
DB. 3641, P. 400-409
SINGLE FAMILY DETACHED
RESIDENCE W/ 2 CAR GARAGE AND DB. 3536, P. 594
2 APRON SPACES, TYP.
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
LTH OF,7
o �
Alan G. Franklin
70 Lic. No. 35326 W
O 2;
FSS,/.ONAL
W
2 w
v (D Q
'L^ff
L L_nn
vJ V
0J> z
of Q
I \ _j
N / �Lu �
vJ O
Q U
ZJ
a_ N
j
L.1_ 0.
O Z Q
'LL Q LMLI
V J > W
Z
Q �
Q
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
SHEET
OF 75
I I
I I
I I
I I
I I
� I
I I
I I
I I
LIMITS OF ASPHALT
}iLt&-OVERLAY, TYP
PHONE PED. 5
DOUBLE YELLOW ST PE
YELLOW STRIPED GORE
PA VED
-----
+ 720' LANE TRANSITION
12'+ +UO
32+00
\� J
GRAPES
LIMITS OF NEW
PAVEMENT. TYP
TEMPORARY CONSTRUCTION
EASEMENT OR LETTER OF
PERMISSION FROM OWNER OF
TMP 80-58A TO BE AQUIRED
PRIOR TO CONSTRUCTION
TMP 80-58A
LuMARYBESS
Lu
JOHNSON
=
RESIDENTIAL
Lu
DB. 568, P. 608
Lu
Lu
z
J
U
40'
49.10 LF OF 15"
CIP @ 4.71
INTERSECTIO
INV. 360.81 AHEAD SIGN
I I S/G/);
I
I
—4 ---------------——--
33+00 33+ 1.87 12'+ U.S. ROUTE 250 (55 MPH)
f " r 112'+
—----—
-- ------ —----------------------------------------—
-------—
MAILBOX o
INV. 364.23 \ I INV. 363.62
—— —— —— -- — —-- -- ----O—— �— —— —— —— —— ——
(10) MAILBOXES EX CULVERT
POBER-0ST 31.2 LF OF 12"
7\ J CMP @ 1.94%
I \
\ TMP 80-58
JAMES RICE
J RESIDENTIAL
— — — — — — — — — — — —— ___ DB. 3998, P. 409
\ — — DB. 3536, P. 21
— — — — — _ DB. 568, P. 608
I
I I I
I
I
I I
I I
I I
L—J/00
I
I
\ I �
TMP 80-53
COSGROVE
RESIDENTIAL
DB. 2821, P. 505
TMP 80-54A / l
TODD COSGROVE
\ � � RESIDENTIAL
DB. 3998, P. 409
DB. 1701, P. 672
i
/
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
OF
U y
Alan G. Franklin
A Lic. No. 35326 w
0 4i
ass /. D N A I- 0��&-(D
06
U) > CO
0
cIf
L
SSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
Q W Z J � Q
SHEET
I
OF 75
/
/
/
/
/
/
/
�I
I
II
I
I
- J
I
�
I
I
I
I
I
�
I
I
I
I
I
I
I
I
II
II
I
- I
-------------
r- - - - - - - - - -
I
X
I
I
I TMP 79D-13
R. GREGORY MAGRUDER
RESIDENTIAL
I
I DB. 368, P. 175
TMP 79D-14
R. GREGORY MAGRUDER
RESIDENTIAL
DB. 368, P. 175
I
MATCHLINE - ,SEE SHEET 9
I
O
0 10, 20'
TMP 79D-15
R. GREGORY MAGRUDER
RESIDENTIAL
DB. 368, P. 175
TMP 79D-12
I
R. GREGORY MAGRUDER
A
I y
I
I
RESIDENTIAL
\
1
/
D8, 368, P. 175
I
� II 1 I
I
� I I
5,956 SF FOOTPRINT SHOWN I
8,000 SF MAXIMUM
NOTE:
PRIVATE ROADS/ALLEYS SHALL BE DEDICATED TO AND
I
MAINTAINED BY THE HOA. NO PUBLIC AGENCY, INCLUDING VDOT
OR THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR
MAINTAINING THE PRIVATE ROADS/ALLEYS.
AMENITY SPACE
/
5,956 SF FOOT RINT SHOWN
8,000 SF MAXI UM—
I �
Imwlmw�
_
AR SK
—
I �— _��I ���I � — — • . 5 REAR SETBA K, TYP. .a
_ 20' 1
TYP I i OOOO
-12
00000000000 \ 2p' _� 1 I 42.3' LOTGSF
0 0°° 0 0 0 o LOT G-10 LOT G-11 I 3,786 SF
°� O AMENITY SPACE I I— TYP Y U TYP I 1,962 SF 2,007 SF
/ O O O 00 0 0 0 0 0 0 0 °O O O LAIN R PARK W/ TRAIL I 1 1' QI la LOT G-7
O O D o 0 0 0 m I m 3,118 SF LOT G-8 LOT G-9
N ° °0 DO 0 0 0 0 0 0 °0 O O O Oo 0 I LOT G-6 w w 1 1,954 SF ( 1,958 SF VDOT STDI CG-6
O O 42.3'
pOOOOOO°Op000000pO LOTG-5 3,107SF N I ( )
O O O 0 0 0 0 TYP LOT G-1 LOT G-2 LOT G-3 1,936 SF I wo I wo 1 NP GUTTER),
Q CO) 0 000 0 0 0 0 0°° °O O o 0° 3,019 SF 1,924 SF 1,928 SF I LOT G-4 I rnl I �U)
2 OOOo°OpOOo000000°pO00 I I I 1,932SF I I Lo Ln -
CD
Q 0°O000OOI I
o°O I
T60- 000o00°Do10'FR N
O°o000000°°°0000
p0O°°° 1
°° ► '
O0 0 0 0 0 0
D0 0 0 0 0 0 0
O O 0 ° ° ° ° 10' F ETBAC I CON .WALK
_ °OpO00000000000 1
0 0 0 0 0 0 0 0 0 0 0
° °O O O O O O 0 O O°°°
O D 0 0 0 0 \
°D000°0000000
0000000 _
000000000° SPAC S 9 —
0 0 0 0 0 O0 0°00 1 5,
000000000 �� 12 S
000000000 ���CgTT R,TY 15 0
° WETLAND O00000(D00 0 0 r 0 NCRETE 1 EASEMENT�KREDING 6+
O O MPSTER PAD 5'R TYP Cm {VD1DT-STD--I —/
(DO O O O O � ) CG-12 HC-RAMP
BLOCK G ° ° ° °0 U ENCLOSURE V ST 3V PRIVATE STR ELS58°
000 I P 1 R.O.W. 65.49 2
coo 26' 4, DOT D.
0 0 .3' 9'
O P. _
O 2 1 1
SPA S @ 8. \
STA. 16.98.00 = BOC T 1- 0' Fpn_f C
TOWNHOUSES W/ SHARED
PARKING IN CONGREGATE
80'ULI
W
2
W
W
W
co
I
W
z_
J
_
LOT W/EASEMENT
� I �
_
I I
I I
I / I
I I I l
I 1
I I I
I
I I I
I / 1
---------- _ I
I
I I
I — I
i
I
----------
WALL N—J
MODULAR BLO VDOT�
RETAINING WALL STD. HR-1
(4' MAX HT) T STD.-
CG- ,
CROSS -LOT SHARED
PARKING & PEDESTRIAN
ACCESS EASEMENT (HATCH)
PHASE 2
PHASE 1
I / I
I I
I I
I II
I
I 1 I I
I I
BL04K E
I I/
I
y-
UICT
Q LOT G-14
SF SF
1
1
5.5 �
/ 42.3' I
I TYP
,i 10,
I OT G-25 / / �iT S 1 • .
K
AMENITY S*F, ° \ 454 SF 1 1,715 SF / / a / TYp• 1
LINEAR PARK W/ TRAIL / LOT G-27
/ I 1,836 SF LOT G-28 / j 42.3'CROSS-LOT SHARED
O 20' 2,991 SF U/ TYPPARKIN6 & PEDESTRIA
O O o VI/ALL O �C U ACCESP EASEMENT (MATCH)
°° O O O O O L 'QbULAR BLOCK
0 0 0 0 0 0 - RETAINING WALL �_ TYP rW O99G 29* /
0 O (U MAX HT) W� W LOT G-30*
00000 0 �,_, _ . 0 1
0 0 0 0 0 ° ° 0 0 0 ° ° ° ° / laold5i
1,900 SF 1� OO SFO °0 °D O O O °°O°°° e /LOT G-32*
00000 00°0 _ SREgR— C h / 1,900SF
000, ® _ K TYP, / i� 20' 1 1'
00000C nO
STREAM O O 0 0 � TURN-
° ° °AREA W/ A G _ / TYP
WETLAND ° O SIGNS _)O O O /
o00O
000
00 00 /
5,
3,00 SF FOOTPRINT SHOWN - _ BAR\ETgA
5,000 SF MAXIMUM _ �TYP
Uv JD°'0"0°000000�,
° 5,956 SF FOOTPRINT SHOWN 0 _
O O o°° r O O o
°p000000 $OOOSFMAXIMUM 5000000000
00000 0A0��� j(D 0000000
coo O o0000�0O°OOo° o0o000°
° °OD O \°000°O°O°DD° °0000000000 °°°0°D00000 °O
0 0 0 0 0 0 0 0 a a 00p0O°0000000 000
00O D
000000
00000000 0000pOOO OOo°OO
°O00000000OpOOOOOO°OOOpO00000000 o
0000 0000000 0o000°O 00000000 DO
000 0000 00000 00000 00000
000000 D 00000000
0 D O O D 00 0000°000°0°� 0°0OO°°o°O°°ODo°O°�0 0 0 0 °O 0°O°� °0 0 0
_ C)0 00 o0000o�om0°p000 000000000000000000
)00 Coo 00 00 0
00 j000000
00000 °OO OOOOOOOba 00°oOO °OHO
oo° c\g o0 DODO oq00 o0 ooW
00
(� °°°°00a0°0000000 0°000 00°00000 O00000000000�OQ°bO mO
_ _ Q o000° oo °DDDDDD00000OOO00000000 00000
°DDo00p0 o00000000000 0000o000
_ Q 000 00 00000000000000°°°°000 0
°D 0000 ° 000 00 O ° °0000000000 0000 0 ° °
000000 00000 000 000°
000000000
O °D o000000 0000000000a 0 ° °D DW
00 °ODDOOC(�
opO�
I
1
I I \ I 11
/
I / I
I I
PHASE 2
PHASE 1
I I 1 I I
OCK F
\ I I
co W[m
I I
M ATCHLINE - SEE S EET 16 a
/
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
LTH OF, 7�c2
U /y
Alan G. Franklin
70 Lic. No. 35326 W
0 4,;
2
�Ss/.ONAL
W
2 w
v (D 7Q
rrLLLJ VffL_nn
� V
0J>
of Q
m \ _j
N / D
W Q � �
= Z J >-
a_ N
0. j
O Z
ILL Q CO
V) >
Z
^J �
a_
Q
L.L
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
SHEET
OF 75
MATCHLINE - SEE SHEET 10
MATCH EL HEET 10l'
LOT 1-36
8,504 SF 15 �TgA Dc
W 0 10, 20' 40' 80,
22' IN.
T P. 3
U
SjD.
T P U i
2
17 � 0x� 2 MIN,�18 � C
V A\\lll y0 \� A \ TY TYP. �� / / 1 �W 4 / l
LOT 1-43 , , / 1 `�' II 118, r' , -
Z TMP 79D-15 6,436 SF �� / Q LOT 1-35 TYP. /
SINGLE FAMILY DETACHED
J R. GREGORY MAGRUDER / �7,622 SF m /
I II
RESIDENCE W/ 2 CAR GARAG
URESIDENTIAL 2 APRON SPACES, TYP. \ \ %�O� �9���00 1 -STA. 16+43.49 BUTTERFIELD LANE �
D8. 368P. 17500,1 /
, �0 �i v °�
V o // s \ STA. +7 74 MENDER WAY /
\\ 5 0 7" o /
i , ��.. 10' FR%Tf sff� 12 iv
4 8UQZRAMP, T 11P.
O
C
LOT I-47 o�� 14'`00 °NC WALK 5' i / co
7,404 SF
PAINTSTRIPING 6.5'
NOTE: _ VVY / 6q AT END OF
�"� PRIVATE ROADS/ALLEYS SHALL BE DEDICATED TO AND \ (C / // C% PARKING ZONE Y�
\\ E _
MAINTAINED BY THE HOA. NO PUBLIC AGENCY, INCLUDING VDOT � A �
OR THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR /� /
MAINTAINING THE PRIVATE ROADS/ALLEYS. o / /
(PUBLIC.- \' �29%�' 42R.O.W N"- 80-*-`yI \
STREAM TYP.
BLOCK G / LOT I-45 / 6.5' -i
5
/ / ' WA I STREET
8,842 SF --
TOWNHOUSES W/ SHARED / < / _I _ 1 CO C, LK <NP> I NAME SIGN
PARKING IN CONGREGATE I / / =1 PAINTSTRIPING
LOT W/ EASEMENT \ \\ 18' _ _ AT START OF i #P
AMENITY // / PARKING ZONE -
5,956 SF FOOTPRINT SHOWN SPACE / �� // .TYP. -7 1 1 p�FRONT STOP �
BLOCK I --
8,000 SF MAXIMUM \V/ / / / 'j I SETgq K �I \ \ �1 35'R \ f;
_ II
___ I �s s,722SF // / II I� �CDI. t
_ / // o � 2
V� o -
/ o/ LOT 147 I I I o
TYP 7,577 SF ' II II ►�
w
LOT G-16
a EA ET m w '
I 1,900 SF a LOT 148 I -a-
11900SF 8,103 SF II v v'
/ LOT G-18 U _ 1 Y 2
I 2,991 SF
W co / 1 I Z 1
11 Q
� z .. � m
_ _ � w I
/ QW 2,991 SF LOT G-20 I TYP
h / 1,900 SF 140' / / \ \ _ I 1 II II �' I 0 LL
1 I / 1 900 SF J
LOT G-22
q VDOT STD. FG-6 / 1,900 SF / LOT G-23 \
/ DRY GUTTER), 1,900 SF / \ WALL F 1 _ 40T Sid ' J
1 990 4 I / \ AMENITY MODULAR BLOCK 1 _ J CG-6, TYP
I I _ 11/ a / LOT G 42 / \ SPACE RETAINING WALL � 5,
12,660 SF REgR
I I TYP / \\ (10' MAX HT)
I '
I � 10,
1 FRO BAC/� , \\ EXPANDED
VDOT R.O.W.
CO� I /
13 0 5 R AL I , BMP G3
I
16
III j
1 II U I Y II r 1- ET PAAA KIN£ / 2� I 0 '
1 II ro I
II REQUIRED FOR PARK
\ 1 1 II �I (#P) (5)i LOT 1-1 II o ' II LOT 1-2
Lu
61826 � 6,825 SF��--
� ' 0 1 1
LOT I-3 #P 0 a
1 II 7 850 -3 / o I YP. J
T \1j 00 50' PRI N 10' SECTION OF \ \ U I Q H
2 STREET �'9 VDOT STD CG-7 W/ \\ \ l ' II o ' 1 _ II ' I I 1 W
TRANSITIONS \ _j ' j I II STA. 18+23.49 BUTTERFIELD LANE - 1' 5' I U w
C- P R.O.W.
5, ` \\\ \L?� MIN. 1 _ J I STA. yj3+88.87 LAZY LANE ® 9 U r7
1 VDOT STD. 14 pS L e8 Rc70 \ I 1 I I Ir,13' U U
CG 6, TYP S 9' ►/' 0' 00• \ \\ ; ''` TM TYP. Ih II 6 ' i 9 5' 1' ¢ w
LOT G-33* / 5' C C 4. \ \\ 1 p J /' 1 l I Z?
1,900 SF / I / wA NP> 8d)9 4)0 \ \ \ <Np> NT g-AC TOP / Z PEED 1I J
F 1 , 90 \ 'ST'RE _ K. r I I J J �I IGN IMIT SIG+ i Z
\\ \\\ LGL JJJ J I '
/ RONT I"p �" v„ E SIGN \ VA VA _ VDOT STD.L I U
U / Y 42.3'CG-6, TYP VDOT STD. CG-1 PAINTS T m =
I
IPING
LOT9G SF* ti ¢ TYP / / �� `s+ 17+00 \ \\ \\ \\ J_ RAM J AT STAF� OF W U
�� / / LOT G-37 16+0p , I 1'� 1' 35'R
w v� 2,991 -3 / CROSS -LOT / - - - - - - - 280' SIG \ \\ \\ \ CONC Wq , PARKIN ZONE o' Q
Q /LOT GSF / 1,900 SF PARKING & P DESTRIAN - - HT LIN -MPH \ '�� - - - - \\_ - - Uw 1,900 SF 1 SE 25'R 25'R �' 1 - - - A_ - i LL -EA
ACCESS EASEMENT (HATCH) / DT SPEED - - - - - - - 9 D S1GFiTu I AME SIGN
I l I;c LOT G-38 1 LOT G-39 I + / pk�6 ¢ v - - - - - LIMIT SIGN - - - - - -
1,900 SF l I / STOP - -
1,900 SF „ rn "� _ --- - - -�� - N4 " 15+ <NP - - - 1 _ _ \
1 SIGN t� p6 SNP \ \\ STD. HR\7\ _ _ _M.
LOT G-40 /" 3 \ -� __-- - - - -2 0120n� - - 00 z I _ \ 35 _
140' 1,900 SF LOT G-41 I
1 TYP 2,660 SF /VDOT STD. HC RAMP, TYP 12 G / pg9 \ \ \ <N� #P L��XiB �_ 61'
GOB // pp ON 3 \\ \\\ \\ #P i NCH
p
r o _ .Y� 20 I 1
/ 10 _
/ . z �
\ Oi AT START OF 9 - -
_ 'Ft+ 9' r TYP. �Y
PAINTSTRIPING
_ _
/'
OtJO' LL) PARKING ZONE CON=K 5'
M, -- - ---- --- _ / .:•°.' � A>'41/ G I 1 20' MIN.O O BMP G2 - _ _ / WALL G 1 >;� r--___
_�
Lu , 00 O O 5,956 SF FOOTPRINT SHOWN `' / �/ / \ #P i
O O 0 8,000 SF MAXIMUM VDOT STD. / \ / Q \
U) 00 O O ° 0 CG-6, TYP /
/ N/ / STA. 107+59.80 LAZY BRANCH LANE _
LLIr OOO°000 - _
o / (#PO(8) EDTFOR PARK / /
Lu
(A 0 0 a 0 O O O10 Q / /� VDOT�ST
0000000000,•' / / / / \ II 18 CG-9B,T11P 1
U.I °O O O O O O O o 0° °O 0 / EXPANDED AMENITY 1 J ' NP F
x/ / \ II 1 ONT SET _
O O / / VDOT R.O.W. \ SPACE
Z 000000000000000 ' I
J 0 0 0 0 0 0 0 0 0 0°° AMENITY SPACE BMP G1 \ I LAG_
0 0 0 0 0 O O O O O O O O AR PARK W/ TRAIL / / *ALL MODULAR BLOCK II I II ' (1 p M� ACSA�
U 000000000000000000 / \ I I SS
Q.00000pO0000000000000 _
�000000o0000Op00000000
000°000 oo00CD 0000000o US/]
00 O 0 °O 0 ° °O 0 0 00c: 00 O EXPANDED � 10,
O O 0 0° 0 VDOT R.O.W.
WETLAND
STREAM
5,126 SF FOOTPRINT SFI
8,400 SF MAXIMUM -
6 TOWNHOUSES W/
1 CAR GARAGE &
-I PkRKING APRON
e _ _
�' S R qR SETg _
LOT F-7
2,471 SF LOT F-8 °
/ 1,640 SF
LOT F-9 . '
1,640 SF LOT F-10*
I 1,640 SF LOT F-11
/ 1,640 SF
I
VDOT
STD. HR-
WALL H -
MODULAR BLOCK -
RETAINING WALL
(6' MAX HT)
1'
Iil
91
''� )11NG WALLS TO BEN�) M NT TYP
2� ( V SECTION - INSP D AND MAINTAINED
VDOT STD CG-7 W/ ' LOT J-34
JRANSITIONS BVTH A 1 6,856 SF LOT J-35 1
CONTECH BRIDGEC ,INGLE RADIUS I III II II 6 T 35 I �LL 1 0 II �I II
/ I >II I
STEEL ARCH SPAN ON NCRETE / - '
/ / ® �II I �� LOT J 36 i II I o / VDOT _ _ STRIP FOOTINGS, ORE L� �I, 6,856 SF /
STD. HR-1 _ / (28- 10" SPAN X T-5" RISE 90' -3-1 ftft
- MODULAR BLOCK HEAD WALLS, ® II I I ' 1 U II 'I
/ TYP. J ' ' II w 1 II In LOT J-37
' l `p w'
10 1 w II
/ 0'1 ' II �5 , / �° II w w 6,856 SF
O 1 v
EXPANDED BLOC J 1 1 II l II
VDOT R.O.W. STREAM
P '
/ = 19+26.13
o
/ !I ` WPO STREAM
/ WALL BUFFERZo _ _
31' / MODULAR
RETAINING WALL _ _ AR A S
REE ACK, TYP
/ (6' MAX HT) G' PRECAST CONCRETE BOX CULVERT _
9. WITH MODULAR BLOCK HEADMING
/ WETLAND WALLS _
Q / (8' SPAN X 4' RISE X 75' L)
rn OOOOO INV. IN349.00
coo o INV. OUT348.00 COMMUNITY PARK _
/ PAIN QR��N6000 ° AMENITY TO BE DEDICATED TO THE COUNTY OF ALBEMARLE iSOW
ATE, '
PARKIN6I1� O SPACE FOR PUBLIC USE AS A PUBLIC PARK
,00000
STREAM MATCHLINE - SEE SHEET 16
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
LT H OF-7�c2
i
U y
Alan G. Franklin
70 Lic. No. 35326 W
0 2;
FSIS /.O N A L F �V
W
=W
v 7Q
'L^L ffL_nn
VJ V
0J>
of Q
m >: J
\
J I..L
N / D
Q U O
Z Lu
LL-Q
O Z Q
'L.L Q LL
() > CO
Z
J Q
a
Q
0.
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
09/02/21 - BRIDGENVALL COMMENTS
SHEET
OF 75
—_��I
J
10
01
LOT I-1O STREAM—'VDOT �� m
L STD. HR-1 Y
i 5,767 SIF 1 EXPANDED Q ��
' #P 1 1 VDOT R.O.W. co
Ci #P� ;Q
1 L SINGLE FAMILY DETACHED 1 10 � �� }
RESIDENCE W/ 2 CAR GARAGE AND 0
2 APRON SPACES, TYP. ' w
'20' i
TYR. #P _! , _ #Pr m
�_ _ I WALL C 1 0 o
N-STREET PARKING i6N�� _ _ MODULAR BLOCK
EXCEPT WHERE BLOCKING RETAINING WALL
— — Y " (6' MAX HT)
#P
r J LOT 1-9 II 1 ON -STREET PARKING
1 5,767 SF REQUIRED FOR PARK �
L 1
#PLV
6 TYP.' ON -STREET PARKIN *ALL MODULAR BLOCK 5
5' #P
RETAINING WALLS TO BE 2'
REQUIRED FOR PARIJ/ 1 5 6.5' 5,
(#P) (2) INSPECTED AND MAINTAINED
LOT 1-8 }1 BY THE HOA 1 RiO;:W.
J 5,767 SIF Y 1 1 #P(' V'
U
" �
U'
2 INS
TYP. SS77B T w 1 10' SECTION OF P I
k=� 1 VDOT STD CG-7 W/ 11 I
-- __
TRANSITIONS I u0
Jb EST K _ N 11
I c) o 1
L 1 P
_ LOT 1-7 , I
1 — — 5,767 SIF J ; .0 1 I
Illlll ° I -- a I
p AMENITY �� \
II ' SPACE oo U \ 1
0 1
L_ o
C14oc�11
-Z
LOT I-6
5,767 SIF
11 �'
1
VDOT \ `�O I
STD. HR-1 \
10,
EXPANDED I #P
VDOT R.O.W. 1 1
2d'
\
5,7T 1-5 I BMP 12 WALL D 1 "�
P.
PRECAST CONCRETEi OX CULVERT I MODULAR BLOCK 1
WITH MODULAR BLO K HEAD/WING RETAINING WALL
I 1
WALLS (6' MAX HT) \ .\
(4' SPAN X 4' RISE X 7, 8' L) 1 I \ OO 20
INV. IN 342.50
n
INV. OUT 341.50
_
LLI
— 1
LU 1 I
JSTE'EA/V
BMP13
U,' J LOT 1-4 '/ r + I O /
Q7,631 SIF " m 1 \ EXPANDED
75 rW 1 a \\ VDOT R.O.W. /
10' WALL
MAINTENANCE \ VDOT
ACCESS A: SEMEN �W'
��_ STD. HR-1 �
Am
p ' WALL D
';' \ 10,
10- pRO � SPEED
SIGHT L/ _NT �]AA LIMIT SIGN O i�
_ NE EST i
r_ -280Sj(3T1.
5
9' CONC. w iLK
13+00
69
R.O.W.
_
TYP. 20' /-_-
TYP. f -
�/ #PI 9I EXPANDED
91, VDOT R.O.W.
20' MIN.
10.M/N� ACSA ESIt7T TYp II TYP. II
m " LOT J-38 1
6,857 SI
F
F ' kl/PO STREAM
UFFER
1 ' 1
1
Bft
L SRmSCK,T-
z
0
MATCHLINE - SEE SHEET 11
\
_ LOT 1-70* I AMENITY
J _ _ 5,952 SIF L 1 SPACE \ \
Js 1 \
will \ \
SETgq� wo \\
yR
LOT 1-71 * } 1
5,952 SIF wo
U �\
I' rIr I
Lu
SINGLE FAMILY DETACHED
RESIDENCE W/ 2 CAR GARAGE AND
2 APRON SPACES, TYP.
= 13+79 15
_
�VDOT\STD. LOT 1-72*
CG-96,\�YP 6,541 SIF
i I
19, YP
/
LOT 1-73*
5,237 SIF
\ \\
\ PAINTSTRIPING �® TMP 80-55B
AT END OF
\ PARKING ZONE;/ DARRELL \
ULLERY
RESIDENTIAL / \
DB. 2478, P. 535
LOT 1-74*
5,228 SF \
�sPEEbl
LIMIT SIGN / STA. 16+44.57 MOSSY ROCK RD =
STA. 10+00.00 LAZY BRANCH LN /
\ \ '
\ LOT I-75* \ /
5,214 SIF
Y
�O�
LOT J-57* \\
5,223 SIF
\ 2 ✓ /�//� ♦ TMP 80-55
' � // �� ♦ GERALD
v -o // HUGHES
LOT J-56*\\ RESIDENTIAL
\ 5,214 SF DB. 739, P. 579
____--T'" �� VDOT STD. CG-1
- #P
----- # o �ROG� ��P \ HC-RAMP, TYP
' #P I� n i� r � q A l #
\ \\ LIMIT SIGN
ROko.\�P-RAIKiTAT END OFSTRIPING
1���SpG % \ c7E
SE/ PARKING ZONE �� •- •--� r i ///5
- \\
r 10' WALL MAINTENANCE
10' ACCESS EASEMENT \ O��V 1'
LOT J-39 %` \ �' \ 6.5' S LOT J-55*
\� 7,321 SIF v R.0 W. 0 5,187 SF
ON -STREET PARKING
R WALL E \ \��EQUIRED FOR PARK
VDOT
STD. H 1 \ (IKP) (7) \OAS/�//� , 1• 5, 6.5' �0�
VDOT
LOT J-54
SPAN OF \ \ 5,178 SF
6' ASPHALT LOT J-40 \ \
STREAM \ TRAIL 6,102 SF
N
Nm
\
A o \
STREAM PARKo_
6' ASPHALT TO BE DEDICATED TO THE COUNTY OF ALBEMARLE
TRAIL FOR PUBLIC USE AS A PUBLIC PARK
i \ \ LOT J-53
MATCHLINE - SEE SHEET 17 \ \ \ 5,169 SIF I
11
<NP> — —
�PZ jlP\
12+00 4°52' 30°
F R=20 0 0=3
- - - L=121 -— - 19.�7' (S59 '� #P
77_0�G
LNQ�
V �p2• STOF
TMOrSIGN
�
al N\
GO%
TYP.
I 1ok
I
I /
I \
\ STREET
NAME SIGN
I \
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
<"PLTH OF
o`' �c
o��
Alan G. Franklin
A Lic. No. 35326 w
O 4..
2
�sSI.ONAL 0
Ate\
W
2 w
v (D Q
LL ffZ
U) < V
of
U J
of
m��
.� Z
W Z)
U C)
Q U
0 Z ui
J
Ldg Z000-0
Q�C
O < LLJ
Z >CO
J
J Q
0
Q
L.f_
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
09/02/21 - BRIDGE/WALL COMMENTS
SHEET
OF 75
S/I
/MATCHLINE - SEE SHEET 13
22+00
I
I
/ #F
I #F
!"l� I
J
I
/W
/
CIO C0
Z
'a 2
a
C) l
i
LLI
o l
l / 2,47 �SF 1,6g0 SF / 20' GARAG , I l I N
LO F-9 1 / TYP / L ti /
1,60 SF 1O640 SF* / L011�LOT F-12 Y /
1,6666664444440 SF / 2,745/ 8FF
423
UN
SETS Q / D ^ /
J N W/ / ix
MT
a�g E� � �i/era/�2, 1' S, 9, z
_ N SPEED
O _ /N,) / O / 31 LIMIT SIGN
1'
TYP. Y / 35'R / K.O.W 5,
5' /
6.5' / / / 1.� \
-� V/j CONC / 20'1 \
/ LLAGE l WALK TYp. #P Y
(PUBCic! ARK H ` ` o
/ 25 MPH)_ / _ 61'
R.0.36:-- /STREET 2 O /
/ NAME SIGN
24+04/
1 J
c�
AMENITY
SPACE
MATCHLINE - SEE SHEET'\.
0 10' /40' 80,
I
II
\ S
5.
N
II NC P
6 TOWNHOUSES W/
1 CAR GARAGE & \ SIGN — — — — — P / \ \ / I 1 PARKING APRON BMP I
GUEST PARKING ON \ 35'R I /20 8 STA. 20+99.66 LAZY BRANCH LANE
II SEDGEWICK LANE VDOT STD. CG-12 I / STA. 24+31.33 VILLAGE PARK AVE
(3 REQ. FOR BLOCK F) HC-R�MP, TYP I `
II A II o. M / ON -STREET PARKING
EL h a REQUIRED FOR PARK `
VDOT �T I �.� 20'R M / (#P) (3) PHALT \
1tp �:'
ON -STREET PARKING CG-6, T I 2/ 2 � TRAIL
� L�
II REQUIRED FORBLOCKD
(#D) (2)
20,
I I / CONIC. CURB FLUSH •10,
W/ SIDEWALK, TYP o _ ---
1 5 I5 ADA PARKING : 12 M
9' SIGN, TYP. K `
31' 1 1 -
I `
N R. .W. c
12
BLOCK D
/ AREA RESERVED FOR
NON-RESIDENTIAL/MZED USE DEVELOPMENT
(20,000 SF MIN.)
_ _ I
f
/ I
/ NI
I
II l
BI
ON -STREET PARKING ICROSSbyALK / /
REQUIRED FOR PARK /( /
II (#D) (24) /
I / I
VILLA/TOWNHOUSE W/ 2 CAR GARAGE 8.5'/
II AND 2 APRON SPACES, TYP. d
(GUEST PARKING PROVIDED ON LOT)
20'
4' VDO�TD. CG-12 a I 20,
5 -RAMP, TYP 21
4+00 6.5' —/ STREE�yS
.NAME STGf f /
#P T _ / CONC. Wq�K / 120'
R.�.W.29 T i
#P _ EIAME R I
#p T - (PUBt/C:2- 5 D!-`- 25+00 5,
#P -_ __ M N)
6.5' /
5' / l -
4
_ NPR I I�--
8, 2 S FOOTPRINT SHOW lI CpNC WqtK
....
m
STREAM
ON -STREET PARKING
REQUIRED FOR PARK
(#P) (2)
PAINTSTRIPING
AT START OF
PARKING ZONE
1= VILIO
I
3¢ /FF
Oo
00 2
O PAR KING/LO DING ' I
ZONSIP. COMMUNITY PARK /
E G 2,
IQIl TO BE DEDICATED TO THE COUNTY OF ALBEMARLE /
RESTROOM /�` / FOR PUBLIC USE AS A PUBLIC PARK
(SEE SHEET 69) /
' I /
aL4 _ cl)
/ 29.25, _ 80 I400,
GREEN
y; 80,
` .R 18
24' — l WPO STREAM \' � 75, � 1 BUFFER
CENTERTR I OP eL l
tih / E OFIMPR0
I MENTSI I
ADA PARKING /
SIGN, TYP. /
AVILIO AMENITY
CONC. CURB FLUSH 12' d SPACE '
W/ SIDEWALK, TYP v /
WETLAND
ON -STREET PA ING
REQUIRED FO PARK
(#P) (3)
AUM o #P /
N _ _ _
10' FRONT STOP N /
I 63_ACK�SIGN '
35'R
I / 20' /
I I PE I TYP.
45' LIM SIGN I / _ 60,
Q LOT H-1
I 5,094 SF �
/ —
STA. 23+79.66 LAZY BRANCH LANE
_
20' 1 STA. 25+74.92 STEAMER DR
P
f P.
J
Q I
Iti #P
a; 40r 18 / U IN
/I y LOTH 2 TYP to I
4,000 SF I I I cn l / o
h l f
#P
I
I 160' _ �• / Im I � / I I
rY I
BLOCK H a #P
I i
1 5' N I / N-STREET PARKING /
11' I REQUIRED FOR PARK /
/ LOT H-3 / 31, , (#P) (8)
/ 4,000 SF I o / 5' � g 1' PAINTSTRIPING /
/ 6 I #P AT START OF
I R. tW. % / PARKING ZONE
VDOT STD.
/ I CG-6, TYP _ J
VDOT STD.
I I CG-9B, TYP
LOT H-4 PC = +ST �7 I /
4,624 SF I
I
10' SECTION O
VDOT STD CG-7 W
TRANSITIONS
_ 5' SIDES SOK T1 P� /
12 /
/ O
/ 00
1 / °OOOoa°
TYP. l oo O °pO
O O O O
/ 00 O o° O O O O O
I 0a0O °coo
°0Ocoo
/ 0000
00
120,
0
_ 150'
MATCHLINE - SEE SHEET 18
SPAN OF
STREAM
X
ASPHALT / I
:AIL
X
I
/ I/ X
X
I
X�X�
x
DOG PAR}C+ \
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
LTH OF •7�c2
U /y
Alan G. Franklin
70 Lic. No. 35326 W
o 4,;
2
FSS, /.o N A L
`6
= w
v (D Q
rL^L ffZ
VJ V
0J>
of > : Q
m \ J
J LL
N / � �
W Q O
Q
=ZJ>-
Q
O Z Q
rL^L Q w
vJ / CO
Z
^Q �
a_
Q
0.
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
SHEET
OF 75
i
CO
H
W
W
2
w
Lu
J
2
U
BMP 11
wi.;I ,j
`11
II
MATCHLINE - SEE SHEET 15
STREAM
COMMUNITY PARK
TO BE DEDICATED TO THE COUNTY OF ALBEMARLE
FOR PUBLIC USE AS A PUBLIC PARK
WPO STREAM \
BUFFER
000
6'ASPHALT
TRAIL
6'
TRAIL
1
BLOCK J
STREAM
STREAM
\ LOT J-41 \
6,102 SF
\ \
PAINTSTRIPIN#P
G\ \. \ s�,a\ \ \ \\�// � ♦
AT START OF \ \
PARKING ZONE
AMENITY
SPACE
j \\ ,TYP. \ \ �♦
1 LOT J-42 \
6,102 SF
\ \�
7 A VDOT STD. \\
\ \ c'r •, J CG-9B, TYP
WPO STREAM \ /,,- �� �� VDOT STD. \\
LOT J-52
BUFFER \ 10 6�� /.� P �� A CG-6, TYP 5,283 SF
\ / //♦
-
���N-STREET PARKING
' \\ LOT J-43 \ R�Q(II) ED FOR PARt
6,102 SF �/ ` \ # /
6' ASP1dALT `ern
TRAIL
AMENITY
SPACE
0 10, 20' 40' 80,
SINGLE FAMILY DETACHED
RESIDENCE W/ 2 CAR GARAGE AND
\� / N / �/� N��\ ♦ 2 APRON SPACES, TYP.
/ Z ;
\
20' MIN. k O
\ O 5' o Z LOT J-51
6.5\\ \
TYP. O
�� \ 5,274 SF
O W. '
LOT J-44
\� �6.5'
6,102 S1 5'
F P
yo
BMPJ1 (�0�� 'o
�O TYP. LOT J-50'
64 SF
18 � 5,264 \\ ♦
P., /
• t
\V LOT J-45 \� P \ �/
6,667 SF
LOT J-49" \
5,255 SF \\
/18' \
TYP.
LOT J-46
/ \V 7,232 � �' 02co
P
#P ` 35'R G 21k9
'z
PAINTSTRIPING
AT END OF
PARKING ZONE
' LOT J-4� O
6,667 SF
V A\ \ NO PARKING
SIGN (NP) \
` i �� ♦ o 6,
i -o
s
LOT J-48 \
\\ 5,691 SF
STREAM BMP J
O NO PARKING
�' x
WPO STREAM
BUFFER SIGN (NP)
—
0000p0 ��
O O O O O O O O O � I CENTER OF CUL DE SAC
10' SECTION OF
000 O ° ° ° ° 00 0000 0 / ` VDOT STD CG-7 W/ MOSSY ROCK ROAD
00000000000000 TRANSITIONS
o p O 00 °OO0000° \
O O O O / VDOT STD.
70 p0000 000
000000000 0000000 ` CG-6,TYP
000000 0000000pO/
O O 00 a0 0 0° 0 0 0 0 0OO
0 HATCHED AREA RESERVED
O O O O O O / FOR FUTURE RIGHT-OF-WAY
0° °O O O O O O 00 DEDICATION UPON DEMAND
0
00O O 0 / \ % OF COUNTY
pO0000
00
TMP 80-55
GERALD
HUGHES
RESIDENTIAL
DB. 739, P`, 579
o00Ooo�/
000000
C 0 00 00000
00°00°0 o O
°00°0000000
000000°000000
0*4 000°000000oo0OO
`000 °OOoo°0 0 (D o°oo°o°°°O /
0° 0°000 00 0 ° °000000 00 /
` 00000000000000000ooOOOOOo
°000
0oo000OOC 0
COMMUNITY PARK ` °oOOOO000°oOpOOOOOoo
00OpOOO
0000000000 OOOOpOOO
00p00O 0000000 000000
TO BE DEDICATED TO THE COUNTY OF ALBEMARLE ` 0 0 00 O O O O C ° ° ° °0 O 0 O O ° ° °0001300°°000
FOR PUBLIC USE AS A PUBLIC PARK ` 00000000°000C)0a00 000p00°°°°O00 /
WETLAND 0 °0000000O C)0000000000000OOOp0
oo6000 °oOOOOOOOOC 0000 COO000 /
000000 0a00000 0000000 O
°000
o°00°OO�O°O°000000000o0°O00
OOO°00°00°0000 °o0O00°o00°O �J000000 / O /
O 0000d 00 000000O000oo0pOOO,0Oo00Op000000o
OO °O OO0000 OOO°O 0000 OOO°O O
OOOO /°OOOO OOO° OOOO 00000 00000
0000 OOOOO_^ 00000 00000 000 000pO a 0 0
00 S6�00 °000 °000 0000 O°00
000000 OOOOOOO O 00000 000 0000O0o 0000000 000a000
0000p0 °0000000 0�00000O 00000000 00000a00 OOO00000 a000000
00000 00000 00000 00
0000 0000 0000 00
OOO00000OOO°°°°00000°°000000000C000OO000a00OOO0000000000OO°
OA00000°0000000000000oo° °aa000 O�,0000°OOO O0°OOpOO OOOpO
MATCHLINE - SEE SHEET19 o00O0000000000o° 00OOOOo o00000 0 OOOCOO 00000000000p00000 j
000O oo°OOO 000pO
NITY
SPACE `
41% TMP 80-55
WILLIAM CATON
1 RESIDENTIAL
D8, 2701, P. 749
DB. 1712, P. 589
I
t *41%
STREAM
,Ian Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
""'CTH OF
o`' �
o��
Alan G. Franklin
A Lic. No. 35326 w
O 4i
2
�sS/.ONAL 0
06
=W
v
-(D
LL ffZ
U) < V
U J >
0
>-
>N z
W D
Cn Q 0
Q U
0 Z ui
J
cgZ000-0
QQC
LL < G
O
cn m
Z > J
J �
Q
L.f_
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
SHEET
OF 75
/ 1
00 /
00 /
000
0000000 /
0o00O�000 /
0000000
0000000 /
00°0000000 O
000 000 /
O � �
j O o
000
')0 0
/
/
/
J
I
EXPANDED
VDOT R.O.W.
VDOT I
STD. HR-1
WALL J
MODULAR
BLOCK
RETAINING WALL
(,6' MAX HT)
10,
STREAM /
AMENITY SPACE
BLOCK H / LINEAR PARK W/ TRAIL \
s
/ 7.5' TRAIL
f EASEMENT
e ON LOT
6' ASPHA "
TRAIL_
20',.. ,<
18,
/ u
/ AZ
i � O
/ 63' 45' LOT J-1
7,449 SF
0
i
0
a
N XPANDED
v
z
VDOT R.O.W.
Io
PRECAST CONCRETE BOX CULVERT
10'
WITH MODULAR BLOCK HEAD/WING
WALLS COM M U N IT
�
(6' SPAN X 4' RISE X 70' L)
PAINTSTRIPING
INV. IN 349.00 TO BE DEDICATED TO THE C(
AT END OF
INV. OUT 348.00 FOR PUBLIC USE AS
PARKING ZONE
VDOT
MODULAR BLOCK (SEE SHEE
i
STD. HR-1
RETAINING WALL
MAX HT)
(10'
i
WALL K AMENITY
SPACE
0
n 0 02
2\
n
Zoe \wTYP. #P� �z
o 7
a ,O
'c 0,
v0 cp
i
o
0
14' # \
BMP J3
14'
18
0� %9018 #P
#P
LOT J-2
5,892 SF
120'
40'
�SFTe /
qCk, Typ /
MATCHLINE - SEE SHEET 16 /
o
WETLAND O O O
OOO
00
O
00
O
O
O
O
I
VILLA/TOWNHOUSE W/ 2 CAR GARAGE
AND 2 APRON SPACES, TYP.
(GUEST PARKING PROVIDED ON LOT)
BLOCK J
6'ASPHALT DOGPARK
TRAIL
, SF FOOTPRINT SHOWN
1100
� 11,000 SF MAXIMUM
\ I \
s RF \ \ o
6'ASPHALT S qR \
1 TRAIL
LOT J-32 TggCK, Typ
4,520 SF / /
6,324 SF FOOTP INT SHOWN W
W
U 11,000 SF MAXIMUM =
/ LOT J-31 m� / �' (n
REQUIRED
W
5,198 SF ��/ RE ',KING
/ O� REQUIRED FO K W
(#P) (2)
Z
/ / J
/ LOT J-30 /
\20' MI 5,198 SF
LOT J-29
4,520 SF
TCON CG- STD, /
�Nq4� �Vp� CG-6, TYP
2 'MIN
YP
1.10,
4p„F �Q.
R°N� FT
;
/ 1�3'83 S7�.,. LOT J-6 / VDOT
29, %
/ 40' 4,520 SF / / CG-6, TYP TYP. \ \
TYP
6,324 SF FOOTPRINT SHOWN
/ �� pR j
11,000 SF MAXIMUM ♦ , LOT J-7 / / ��O FT
LOT J-3 Q
/ 6,164SF
/ 40
� O
LOT J-4
h
63' 45' 5,582 SF
i
_ #P 6.f
VDOT STD.
CG-9B, TYP —54
R.O. Wf 31'
m�
LOT J-33 /
/ 5,198 SF
/ 18'
TYP. \
10SECTIOKIOF
VD STD CG-7 W1�
TRANSITION
CO
18' 7/' �
TYP 1�19`00
7�-
/ ON -STREET PARKING
REQUIRED FOR PARK
(#P) (9)
LOT J-5 /
4,575 SF /
5,198 SF U3 Q ��
Y
LOT J-8 q
63' 45' 5,198 SF SPEEDS�
8,432 SF FOOTPRINT SHOWN S'RF / , 23� MPIN. LIMIT SIGM��
13,000 SF MAXIMUM \ q\reg0 , / LOT J-9
4,520 SF
TMP 79-256
ROBERT LIVENGOODLOT J-1
RESIDENTIAL ,� \\ / / 40 1 4,520 SFF // /
DB. 575, P. 609 10'
/ k'/ SOW
.. \ LOT J-11 (1
5,198 SF ��// EXPANDED VDOT
VDOT R.O.W. STD. HR-1
WALL L ° O
PRECAST CONCRETE DOUBLE BOX
CULVERT WITH MODULAR BLOCK O
A rYp / HEAD/WING WALLS O
( SPAN RISE X60'L) O r
i INV. IN 348.00 J O O
v INV. OUT 347.00
000OO'`oo00000
000C)00 000000 AMENITY
♦ \ ` \V / 000000000000O SPACE
0
8,432 SF FOOTPRINT SHOWN I` O 0 00
O 0 00 0 0 0° CDr
13,000 SF MAXIMUM V ;� p00000000000
�°00000000000000
O°000000000 0J
° 0000C
i
WETLAND 0�0�0 Oi�° O O Oj °
/ 000000 00
000p000n00 00
0000°0�000
0 0 0 ()coo
/ 00000000000000
00000000
I 0000000000
0000000°
TMP 79-25C 00000000
DANIS WILLIAMS I 0000000
0000000
RESIDENTIAL I 00 0 0 00000
0 O
' DB. 4207, P. 348 I o 0 00000 0
/ OOOOOOOo
0p00000
00pO00
00000
000
o 0 0 TMP 79-26
/ DONALD RIGGIN
' I RESIDENTIAL
/ I DB. 1031, P. 209
I
/ I
� I
' / I
/ I
i�0 10, 20' 4010, 20' 40'
80,
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
""'CTH OF
791
U Alan G. Franklin
A Lic. No. 35326 w
0 4i
�sS/.DNA1-
A��
W
w
v
-(D
'LLZ
^ ry
VJ
of
U J z
O J
L.L
N � �
W O D
Q O
1:zJ >-
� � J
O Z Q
''LL Q MW
VM
J > W
Z Q
L.L 0
Q
L.f_
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
SHEET
OF 75
O O O O O O u v O O O O O �O O G G v
WPOSTREAM 000000 OOOOO �C GoOOOOOO OOOOOO �'�OOOC
f 0000a000a00o000OO O 000 00°000 000 00 O1 00 /
BUFFER + / I ' MATCHLINE-SEESHEET1 00000 oo°000
000000000°l�i° °
I 00000 00000000000`000 00000 0000000°000000
co()( p00000000000000000 00� °00 000000000000
+/ ` \ /� °00000000°°°000°00000pO0000 OGOOOOOG iL 0 00
/ + /�0000000000000000
O00 00 0000000 00�0 °000 000 o
/+ \ 1 p00 00 0o Ooo °Oo 000 °- V p 0'_ 20' 40' 80'
` 1 / WPO STREAM ' 000000 °O00000000000000000000
00 000000 00000°00000 00 G 00'
BUFFER pO OO 00000000000G ° °000G' `
/+ ; WETLAND O 00 00G o00 000
X/ 00Go 00000°00000000� 0000000 00
O°OO 00000 00° 00GO OGOO `
} DOGPARK / ' 6'ASPHALT°°°0000°O°000o000O�0p000OGo0000°000000 pO `
BLOCKJ TRAIL 0p00000
+ + I 0G00000000 00000000 �°�O°00000°O�O000 `
°a000000000° 00O°000000o00oo 0
�+ /+ 0000
0000000000 000OG°000000000 �
�+0000
DOG PARK /+ 0000��0°0��°O�cc °�D0000
/+ /+ COMMUNITY PARK i o0000�,000000G
C 0 0 0 0 0 0
+ ' TO BE DEDICATED TO THE COUNTY OF ALBEMARLE /
STREAM
FOR PUBLIC USE AS A PUBLIC PARK
(SEE SHEET 69)
\-r + +� + 8,432 SF FOOTPRINT SHOWN
+ / 13,000 SF MAXIMUM
+
Oo
\+ +/ / / , I
\ 8,432 SF FOOTPRINT SHOWN / ° AMENITY
+/ U ASPHALT 13,000 SF MAXIMUM ° O SPACE / I
�1\ + TRAIL WETLAND 0 0 O
--
6' ASPHALT O ° O O O O 0 / \ AMENITY �
\ TRAIL / o O O ° O O O° SPACE
/ 00000°°0
00000 0
00°oO
00000000
— ------------ � 0000°pOOOG000 0
OOp000
O
----- — — 00000000000000O
OG0pOOp00
00 — O O O \
---- 0000pOO 000000O
F-\ 6,324 SF FOOTPRINT SHOWN 000000p00p0000GGo
W \ 11,000SFMAXIMUM 0000°000000000 000
r/ N
oo
LLI FgRS e\ 00000000 o O o000000
LLI / Ok� ° O 0 0000000
'P \ \
RSE BP O
I / 00 000000000 / PIE \ 40
° o000000°OOO \
O° / 000° \ �\
/ WETLAND 00 / 0 0 0 ° / \ \ \ 1 ;' \ LOT J-20 /
° O o \ LOT J-21 9,438 SF \ \
/ 00 \ \ \ \ 5,717 SF \ \ /
STREAM O 0
Q o 0 \ N 63' LOT J-22
00 5,103 SF
o o ° ° ° V A ° m 45' LOT J-23 \ _
/ o
oo
o0 ° 000o A �\ 5,272SF
0000040'y�
Y/ 0 0 O 0000 v\ n
LOT J-28� o o °° °0 0 0 LOT J-24
F
m� o0 000
V 1 0' \ 5,198 SF I ;
5,198 SF
EXPANDED V LOT J-25
10' WALL
O -� AMENITY VDOT R.O.W. A 4,520 SF
MAINTENANCE / �' O 'SPACE \ \ „
EASEMENT / U C WALL M 63' LOT J-26 \ /'
MODULAR BLOCK 45' \ 4,520 SF \ 70'F
RETAINING WALL <n LOT J-27
(6' MAX HT) _ _ m 5,198 SF - \
\ 1 — 18 SFTeq
PRECAST CONCRETE DOUBLE BOX �� �� 23' MIN. /f T 18'
/ CULVERT WITH MODULAR BLOCK
/ HEAD/WING WALLS C
/ A n0%/� tC,1 -
(4' SPAN X 2' RISE X 60' L) / V " % %"SE18P/ STA. 36+40.00
INV. IN 348.00 o �� AV FRO 3g+ END LAZY BRANCH LANE
INV. OUT 347.00 0 V�
VDOT
C STD. HR-1 + \
ONC 0 A 1
wq O > \ TYPE\,�,.,;,,
/ i�
#P LK o _ _ — 6. + 35+00 1
i
a�� o -
- � VDOT STD.
\ � 10, j S6g.0 � CG-9B TYP \ d8R \I
54 �
C0NC. WALK Np> R.O.W- 3Y"
JL #�, -- 34+p0 t nN <NP> ? V /
_ N
20' fill
#P
\ TYP. __ #P #P .... #P It_
ON -STREET -PARKING -- --------- o -_- ----- } PZl V \ -5Mp 6.5' `—
O REQUIRED FOR PARK -1 -- R=335.00' 33+00 - - --- -_� _ ` l?xj I
6- \
ONC #P)(11) L=220.A=37°44'28' ` - + �� PAINTSTRIPING 5
21Wq/k C= 6.A'(S49°09'54'E) AT START OF
23' MIN. A
PARKING GONC WALK
VDOT STD.
<NP> 18' �0, FROM SET F \ \ \ CG-6, TYP
TYP
23 MIN.i III_
1 A� _ _
\o STA. 35+73.39; 33.50' RIGHT
------- 18, �� _ m CONC.WALK
�•�._ TYP.
I CENTER OF CUL DE SAC /
/ \ — LAZY BRANCH LANE
I TYP. N
ai e
--- \ LOT J-1945,
1 a l i 10' FRONT ETBACK, TYP. \ 5,787 SF 63'
1 ) 10' SECTION OF \ HATCHED AREA RESERVED PIEDMONT NEIGHBORHOODS LP
1 1 I ) VDOT STD CG-7 W/ \ LOT J-18
-� /
TRANSITIONS \ 4,520 SF o \ AMENITY FOR FUTURE RIGHT-OF-WAY RESIDENTIAL
rol 45' LOT J-12 1 - \ SPACE I DEDICATION UPON DEMAND
W FRONT SETBACK ALIGN W/ ACSA LOT J-17 \ OF COUNTY DB. 4301, P. 211
� 63' 5,331 SF 1 I \
I D8. 4192, P. 124
\ /
ILU LOT J-13 1 EASEMENT, TYP. (10' MIN.) 4,520 SF
1 ► d \1011
1 4,449 SF LOT J-14 1 ) I~ LOT J-16 \, / ao' /
II 4,463 SF I - t 6,625 SF ; \ \
1 1ao, LOT J 15 m 6,980 SF I w
IU) I
\ VILLA/TOWNHOUSE W/ 2 CAR GARAGE
AND 2 APRON SPACES, TYP.
1 I (GUEST PARKING PROVIDED ON LOT)
I
TMP 80-47 I
® / BETTY McCLANAHAN
L
RSET=/ � RESIDENTIAL I
DB. 1184, P. 718
8,432 SF FOOTPRINT SHOWN
13,000 SF MAXIMUM
I
I
8,432 SF FOOTPRINT SHOWN
13,000 SF MAXIMUM I
`` ♦ AMENITY I
SPACE
� I
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
�EPLTH OF'
Alan G. Franklin
A Lic. No. 35326 w
o �.
�sS/.ONA1-
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
SHEET
OF 75
PROPOSED
GRADE
390
-- WES
EAS
390
----------
----
----------
— — — —
— — — —
— — — — —
— — — —
— — — —
— — — — —
—
---__j30'SI
HTLTNFI-EF
C&Upw—
— — — — —
— — — — —
— — — —
----------
— — —
—
— — —
3.5'
— —
----
----
— — — — —
— — — — 0,
380 J
380
m
Z
BUTTERFI LD
LANE DECISION
Z
Q
POINT
O
370
370
Q
Q
Z_
Z
H
H
360--51 O
- -
O
360
U
U
w
w
w
w
U)
3+00 2+00
1+00
0+00 1+00 2+00
3+00
SIGHT LINE PROFILE -
ROUTE 250/BUTTERFIELD LANE
SIGHT LR
SCALE: 1 "=20' H; 1 "=10' V
390 _
----------- — — — —
390
— — — — — — — — — -- ----— — —
3.5' TA GET
— — — — — — --- — — — — — — — — — — ----6 5_SIGHTLINE EFTLOMPH)
_
w
380
O 380
Lu
O_
370
Q 370
Z
360
O 360
U
w
w
7+00 6+00
5+00 4+00
SIGHT LINE PROFILE - ROUTE 250/BUTTERFIELD LANE - LEFT
SCALE: 1"=20' H; 1"=10' V
390
390
w
--- -------------- --------------— — — — — — — — — — — — — — --------------
----
p
380 m
---- --- -- --- — 3.5'TAR ET
—
380
Z
O
370-
370
Z
360 O
—� —�
360
U
w
w
U)
4+00 5+00
6+00 7+00
JE
PROFILE - ROUTE 250/BUTTERFIELD LANE - RIGHT
SCALE: 1 "=20' H; 1 "=10' V
400
400
390
EAST
WEST
390
----
--- 66'SIGHTLINEL
FT�60MP�
— — — — —
— — — — —
— — — —
— — — — —
— — — — —
— — — —
— — — — —
— — — — —
----
--------
3.5'TA G
--�85';zl
LUNEIEF
F2QMP�—
----
----------
----
----------
3.5'
380
E KIS71
380
RTE 250 LEFT EXIS ING/PROPOS D
GRADE
GRADE
TURN DECISION
POINT
0+00 1+00
2+00 3+00
4+00 5+00
6+00
SIGHT LINE PROFILE - RTE 250 LEFT TURN INTO RV
SCALE: V=20' H: 1"=10' V
,Ian Franklin PE, LL(
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
06 U)
_ w
=W
� Q
�U- O
cn LL
<
�J� w
O J z
m J
CV Z =
W 0 (�
U) < O
Q U U)
aZ Lu J Z
ZQ O
O
LL Q w U
Z \ CO w
Q / Q �
w
Z
O
L.L
KEY
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
SHEET
OF 75
,Ian Franklin PE, LLC
390
3.5'
m
370
360
250
POINT
BRANCHLN
3+00 2+00 1+00 0+00 1+00
SIGHT LINE PROFILE - TERRAPIN TRACE/BUTTERFIELD LN (WEST SIDE)
SCALE: 1 "=20' H; 1 "=10' V
390
COX
370
360
2+00
3.5' TARGET
390
m
370
360
3+00
`II
f LAZY
BRANCH LN.
ROUTE 250
qRry SIGHT
LINE RIG
T (25 MPH)
_
-----
--
TAR
7 i
_ —
280' SIGHT LI
E LEFTS25 MP
)- — — — —
— — — —
----------
—
3.5'
PROP
SED
------
— — — —
— — — — —
— —
j
-----
----
---TERRA
IN
GRAD
DECISION
POINT
3.5' TARGET
3+00 2+00 1+00 0+00 1+00
SIGHT LINE PROFILE - TERRAPIN TRACE/BUTTERFIELD LN (EAST SIDE)
SCALE: V=20' H; 1"=10' V
m
m
2+00
XISTING
RADE
390
•
370
360
3+00
—_---- 3.5'TARC
BUT
RFIELD LN
CUL DE SAC --
_
— _ — — —
— 28U S1
HT LINE RIGH
(25 MPH)
- — — — --
— — — —
— — — — —
— — — — --
— — — — —
— — — — ---
___
———— —
280' SIGHT LI
E LEFT (25 MPH)
— — — ——
— — ——
----------
— — — —
— — — —
3.5'
------
3.5
ARGET
PROP SED
CREEKSI
E GRAD
DRIVE DECISION
POINT
3+00 2+00 1+00 0+00 1+00
SIGHT LINE PROFILE - MOSSY ROCK RD/TERRAPIN TRACE
SCALE: 1"=20' H; 1"=10' V
WE
370
360
we]
aliff
,ET
390
•,
•
370
360
3+00
----
— — —N_E
LEFT25
— — —
----------
----
--280'SIG
--------
TLINERIGH
25MPH
3.5' TARGE-
CRESC
DECISI
NT AV
N POINT
PROPOSE
GRADE
3+00 2+00 1+00 0+00 1+00
SIGHT LINE PROFILE - MEANDER WAY/BUTTERFIELD LANE
SCALE: 1"=20' H: V=10' V
2+00
•,
•
370
360
350
3+00
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
oo�7oPL, H OF t��c2
i
U y
Alan G. Franklin
Lic. No. 35326 W
O 2;
FSIS /.O N A L F �V
w�
W
2 w
v (D Q
rrLL
vffZ_nn
J V
0 J
of _
W
N / Z
Lu
U O
Q U
Z Lu
0� Z Q
LL O � �
cn CO
Z > J
J �
ry
Q
O�//
LL
KEY
V i
w
J
LL
O
I..L
w
Z
J
V
U)
Z
_O
U
'w
V i
ry
Lu
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
370
370
— — —
— — — — —
— — — — —
—
3.5' TARGE
3.5' ARGET
— — — —
-----
----
----
-----
—�8 G
T
TERRAPIN TR
L
Y BRANCH LN
---28ISISaHII-)
GI{T1Z`�MPH
----
— —
360
_-
----
----------
---
--
----------
--
360
3.5'
350
350
DEC; SI
N POINT
\—PROPOSED
GRAD
340
340
3+00
2+00
1+00
0+00
1+00
2+00
3+00
SIGHT LINE PROFILE - BUTTERFIELD LANE/LAZY BRANCH LN
SCALE: 1"=20' H; V=10' V
370
370
- BUTTERFIELD
LN
STEA
ER DR
'�Ifa}iLt.IN
25�d L(PtU
— — — —
— — — — —
— — — — ---
— — —
----------
— — — —
— — — — —
280'SIGHTLINE
RIGHT L5
PHL--------
— — — — —
— — —
360
----------
---
3.5'
3.5
3.5'
AR
ET
CATTAIL.51
DECISION
POINT
350\—PROPOSED350
GRADE
340
340
3+00
2+00
1+00
0+00
1+00
2+00
3+00
SIGHT LINE PROFILE
- CATTAIL COURT/LAZY BRANCH LN
SCALE: 1 "=20' H; 1 "=10' V
370
---- ---- 370
CATTAIL
CT STEAMER DRY
— — ----
���NEF21GHT125MPH�-------— — — —
— — — — — — — — —
__--
3.5'TARGE
--------------
-------------- -
— — — � 0 SIGHT INE RIGHT (25 PH)— — —
--
--—
— — — — -
74
360
3.5'
ARGET
3 5 -
360
PRO OSED
VILLAGE AV
GRAE E
DECISION
POINT
350
350
340
340
3+00
2+00
1+00
0+00
1+00
2+00
3+00
SIGHT LINE PROFILE -
VILLAGE PARK/LAZY BRANCH LN
SCALE: 1"=20' H: 1"=10' V
CA.TTAILCT
CUL DE SAC —�
370
----
---- --- ---- ---
370
370
SGHTLINERIGHT125MPH
L---
---- ---- ----- ----
---------
---- --
--
3.5' ----
-- ----- _SIGHTL11 MGIT(2y5A1P
---
3
A GET
STEAMER D:::/
PROPO ED
GRADE
5'TARGET
36
360
POINT
350
350
340
—
340
3+00
2+00
1+00
0+00
1+00
2+00
3+00
SIGHT LINE PROFILE -
STEAMER DRIVE/LAZY BRANCH LN
SCALE: V=20' H: 1"=10' V
,Ian Franklin PE, LL(
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
o�o0-PO H OF 11
i
c y
Alan G. Franklin
70 Lic. No. 35326 W
o ?
ASS/ONAL
06 t)
_ w
=W
� Q
CD LL
ILL 7 0/
v J < V 0—
�J� w
O J z
m J
CV / z =
W 0 (�
O
aZ Lu J Z
ZQ O
O
LL Q w U
z \ CO w
0.
w
0
L.L
KEY
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
SHEET
OF 75
PVI STA = 11+10
PVI ELEV = 379.73
A.D. =-3.00
M
K = 16.67
PVI STA = 13+14.76
"
PVI ELEV = 369.49
>
50.00' VC
01� 10 DESIGN SPEED = 25 MPH
A.D. = 1.80
w
-11116
>
o
w
?
200.00' V
o
0w
�
u) N
D SIGN SPEED 25 MPH
01
O
Z
co 6 co
+O M M V
390
UO
> + (r+>
> W
co rn
co
U
390
¢
("
w a w
EXISTING GRADE
M
�
Z
PRO OSED GRADE
N
�
w
a
a
O
> -w+
-'
w
o_ w
(0 rn
380
U Of
r
ZLd
w
J
w
5
00
LO
coo
0 °
�O
05.00%
F
U)w
a w
M
M.
CO
LU J
a
370
Ow
w
370
>
oS
2
IN
VA
't
w
Z
``�^
U)
ALL FILL MATERIAL SUPPORTING RO DWAYS, EMBANKMENTS, AN
`w
w
uJ
STRUCT RES WITHIN HE RIGHT -OF- AY SHALL CONSIST
OF TYP I
_
_
_
_ —
—
— —3
z
Z
3E�0
SELECT MATERIAL AS DEFINE IN SE TION 207 OF HE 2016
VDO ROAD
o of
2 — —
— —
w
—
360
AND BRI GE SPECIFIC TIONS AND MUST BE PLACE IN SUCCESS
VE
O O
—
—
UNIFORM LIFTS NOTEXCEEDING 8" A D COMPACTED TO 95% OF 1HE SOIL'SCO
MAXIMUM DRY DENSITY AS DETERM114ED BY VTM-1
w O
V
Ow
Q
350
350
340
340
n Ln r>
O Ln
^ M p n (z n N (0 h O h M N M
r M of N N
N o (o o e N
co
N
O
0, M
N
06
°0 M
N
(o
(O
N
!!}}
p� N
co
N
(5 N
V
p (0 (y M
I�
o a
Q� V
co
l() 00
co
to to
V
co
p
o I�
N
a
N 00
V
o
M V
N
N O
N
N
(p CO
LO
N
p� N
�
N
O W
N
i
O 7
(O
N
O
O
N
(O
^ M
In N
r
O
O CO
O
of
°o
of O co
m co ^ r
^ (0
O L
O It
(p C6
Cp N
Cp
Cp O ((� 0)
co
(� co
co
co
co
r
coM
Ln c0
co
c0
co
O Ln
O t
(p Nt
(p co
(p N
co
(p N
co
Cp
to
Cp
to
(p O
to
(p O
LO
h O
LO
h
M M (r�
M M M M M M M M M co M co M
°j M
M
°� M
M
M co
M co
M co M
co
co
co
M
M
°� co
co
M M
co
co
M
M
M
M
co
10+00
11+00
12+00
13+00
14+00
15+00
16+00
BUTTERFIELD LANE (PUBLIC) PROFILE; STA. 10+00 - 16+60
SCALE:
1"=20' H; 1"=10' V
ALL FILL MATERIAL SUPPORTING RO DWAYS, EMB NKMENTS, AND
STRUC URES WITHIN HE RIGHT -OF WAY SHALL CONSIST OF TYPE I
SELECT MATERIAL AS EFINED IN S CTION 207 OF HE 2016 VDO ROAD
AND BR DGE SPECIFICATIONS AND UST BE PLACED IN SUCCES-SIVE L
3
FOR;" Fri �L �CEEDHd6$ 4ND G L.
`390
MAXIMUM DRY DENSITY AS DETERMINED BY VTM-1
P
380
380
0
DESIGN
♦gyp
(Y/
370
Q
(! EXISTING G
370
+ LO PROPOSED
M
Lu
O J
a w
360
z
360
U
o�
---- — --
00
U 0
---—
350
`�
350
oW
>�
3
340
v
ro
°°a0o �(0
H r h
NIN b0 "�N N� NN °�
H� b i° Lri h H h
M
°j M °� M
°� M M M M °� j rJ M M
M
17+00
18+00
19+00
BUTTERFIELD LANE (PUBLIC) PROFILE; STA. 16+60 - END
SCALE:
1"=20' H; 1"=10' V
LO
m
PVI STA = 10+75
390
390
380
380LO
370
370LO
360
360
35050
O
M
10+00
11+00
12+00
13+00
14+00
15+00
MEANDER WAY
(PUBLIC) PROFILE
SCALE:
1"=20' H; 1"=10' V
P. ELEV = 353.
5
. STA = 18+45.
2
VI STA = 18+3
I ELEV = 353.
0
A.D. = 5.20
K = 26.51
137.90' VC
�
SPEED = 2
MPH
�
z
J
W
W
DE
�
�
aw
RADE
rn
°r
M �
LC
N
Q
W o}
o_
w rn
¢
J
¢
Z
�O
co
O
a
�
N
0
�
o
O
O W
w
rn (°
°(°o LLL°°
�
v o
0m Lo
>
Z
PVI ELEV =
76.15
JJ
�
A
PVI STA
= 13+00
W
�
�
U
D= 12.51)
,Ian Franklin PE, LLC
L
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
06
\,TH oF.�,�c2
U y
Alan G. Franklin
� Lic. No. 35326 W
0 2;
�Ss /.o N a
.L 0 Q O
J
w
KEY
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/2CI-VD T COMMENTS
02/20/20 - VDOT/CO COMMENTS
09/02/21 - BRIDGE/WALL COMMENTS
SHEET
OF 75
H.P. ELEV = 377.86
.P. STA-11 +
VI STA = 11+7
L.P. ELEV = 369.63
ALL FILL
MATERIAL SUPPORTING
ROADWAYS,
EMBANKMENTS,
NND
FIVE
ELEV = 379.16
L.P. STA = 14
61.61
STRUCTURES
WITH
N THE RIGHT-OF-WAY
SHALLCONSIST
OF
PE I
A.D. = -8.00
SELE
T MATERIAL AS
DEFINED IN
SECTION 207 OF
THE 2016 V
OT ROAD
K = 16.25
PVI STA = 1
+35
AND
RIDGE SPECI
IC(C IONS AN
MUST BE PL
CED IN SUCC
SSIVE
PVI ELEV =
68.56
O 400
400
UNIFORM
LIFTS NO
MAXI
UM DRY DEN
ITY AS DETEF
MINED BY VTMA
DE SI
N SPEED = 2E
MPH
K = 26.6
�p
160.0' V
C9
u
w
Z
co
EXISTING
GRADE
co
SIGN SPEED
25 MPH
w
Q
D
co
PROPOSED
GRADE
w
z
Z
390
390
M
co
J
5
J
'}
O
n
N
W
00
N
ILLI
M
w
LL
w
LL
w
c)
co
'0
o
Z �j
g
N
7
Z
JLL
----
--
-__
- -
---
----
-
C)
W
co
W
U
>
J
//I
LL
J
5
0-
�
_
380
380
0�
cs
Q
-
---
---
--
w
U
I
��
4.00%
__
-
a
m O
Z
-�
W
---
- - -
2.00°i°
2.00°i°
2.00°i° w
G
20
---- -
370
370
w
z
'
Uof
0
o
VO
o�
�O
O
rn
w
Z
cn
O
oF-
HU)
U)O
+
_j
W
r
co
O
0�
w
0
F
360
360
Z
>
>
U W
U
350
350
d.o �o �o �o No cpo pO) CO �M (pM M CO V. D) Mo COaO1 CO r�O Nc0 ^o ho OCO op7 NLO p)N c)CO p0) No �c0 d.o pc0 No p)a op7 �c0 p)
M O) r� In M O In O °D l0 O M l0 r� O) M l0 OD coO) I� O O O) N c0 O Ci' OR V O
o R h ro N i ni N N N o ai o rri � ri N 1 o o °d o ni N N i �i
1� N 1� M I� co 1� 7 Cp u) CO CO o� I� cd r pp r pp � °p 1' c0 I' °p O ^ U) ^ 7 I� co 1� M r� N 1� ^ O 1� O r� W W W W W O O
M M M M M M M M M cn M M M M
M0-1
co co M M M M M M M M M co co co M M M M M M M M M M M M M M M M M M
10+00 11+00 12+00 13+00 14+00 15+00 16+00
TERRAPIN TRACE (PUBLIC) PROFILE; STA. 10+00 - 16+60
SCALE: 1 "=20' H; 1 "=10' V
PVI STA = 20+90
PVI ELEV = 387.61
A.D. = -2.25
L.P. ELEV = 370.54 K - 22.22
U)
L.P. STA = 17+01.70 50.0' VC 01 wo
PVI ELE = 368.24 °° 0) U L.P. ELEV = 370.91
O A.D. 8.2500 LL
U 1 M O L.P. STA = 16+65
K = 6.85 � < r) cp j m PVI STA = 16+50
304. ' VC LO o w wo + r°D) w W PVI ELEV = 370.31
4 CAn
400 -
DESIGN SPEED = 5 N co o�_ _- �w w
K=15.00 N
_ w co
(n cNv. N- qt w N W N d DESIGN SPEED = 2 MPH u
390 w CO M - ~ IliZ W 390 3 " J 390
>� U
5
J w w E ISTING GRAD - > a
w
U M U PROPOSED GRADE o w O
- -
coo Z - 6.25 /0 00 m M cti rn
I-
380 ° W _ - - - 380 380 o > W 380
CO TECH BRIDG COR SINGLE RADIUS STEELARCH SPAN
5 Q
ON ONCRETE STRIP FOOTINGS OR EQUAL U) w a
Q
(28'-10" SPAN 7'-5" RISE) U p U)
MODULAR BLOC HEAD/WING WALLS, TYP. U O20
°
370 - 370
o~ 370 370
z
-
J
> P:00
Immmsm
U
- - - 0 360 Q
360 36360
O ALL FILL MATERIAL SUPPORTING ROADWAYS, EMBANKMENTS, AND
W STRUCTURE0 WITHIN THERIGHT-OF-WAY SHALL CONSIST OF TYPE I
H SELECT MATERIAL AS DEFINED IN SECTIOq 207 OF THE 2016 VDOT ROAD
OP OF FOOTER AND BRIDGE SPECIFICATIO S AND MUST 3E PLACED IN SUCCESSIVE
ELEV. 358.00 UNIFORM LIFTS NOT EXCEEDING 8" AND COMPACTED TC 95% OF THE OIL'S
35 MAXIMUM DRY DENSITY AS DETERMINED 13Y VTM-1 350 35 350
Cry fp h co O)7 00 N1� M� p7 r�M N7 cps cp 1� cps O)7 op W V 7 O) W �7 NO M7 COM tr)c0 O)� O Mr h 0 l()N cpN COO M M
l(} r� O M OD 7 d) W W O N V' r� d) N 7 r� O 0) OD co W Q)
rr e!��. M N N` k6 °d N ro of a ui of N �d °d Qi o N ^ o o ro ro
O cp O (� O cO O. c0 O. c0 [O c0 c0 (V cp co cp co (p sf ui n ^ W f0 d) CO O f0 CO co O) V m O) O O) n O) °� p M N Cp O cp O (p (p
c) cn cr)co °')^
Mco Mco Mco Mr Mr Mr Mr Mr Mr Mr Mr Mr Mr Mr Mr M°� M°� M°� M°� M°� 7 Mr M M� M� M M
co
M co co co M M M M M M M M M M M M M M M co co co M co M co co M M
17+00 18+00 19+00 20+00 21+00 16+00 17+00
TERRAPIN TRACE (PUBLIC) PROFILE; STA. 16+60 - END CATTAIL COURT (PRIVATE) PROFILE; STA. 15+80 -END
SCALE: 1"=20' H; 1"=10' V SCALE: 1"=20' H; 1"=10' V
H.P. ELEV = 375.71 CD
400
L.P. ELEV = 360.43 VI STA = 14+9 LID
L.P. STA = 10+49 FIVE ELEV = 376.71
PVI STA = 10+66 A.D. = -8.00 Q
PVI ELEV = 359.75 K = 12.50
390 il k. D. - 6. 390
onK = 17.00 DESIGN SPEED = 2C MPH
M Z
w EXISTING GRADE � ±
DESIGN SPEEDO 20 M H r-
> PR POSED GRA E ° ) J
J > ' = 380
380
a
a
U
-~
w--
w
a
w
r`
_�-
----
----
-� -
---
oZ
U `�
+
n
m
+
-
- _-
_
-_
-4.00
-Q
CD
O
J
c)-
--
O
" >
w
a
-- -
370
370
w
-
a
z.00°r°
360STRUCTU
360
ES WITHIN THE
RIGHT-OF-WAY
SHALL CON
31ST OF TYPE
I
SELECT MATERIAL
AS DEFINED
IN SECI
ION 207 OF TH
E 2O16 VDOT ROAD
AND BRIDGE
SPECIFICATIONS
AND MUST
BE PLACED
N SUCCESSIVE:
UNIFORM
L.IFTS NOT EXCEEDING
8" AND
COMPACTED
TO 95% OF THE
SOIL'S
MAXIMUM
CRY DENSITY
AS DETERMINED
BY VTM-1
350
350
O
cti
fir.
cti
q.co
O
�j.
(0 N'O
�i
N�
7
cd
.��
7
kc
w
I�
W "t
of
g�
O
o
"t
n
N
N�
t[)
e�
cn
M
�i
M�
.��
m
^
^�
r
^�
c[)
ro
cps
M
.��
��
m
N
.��
v
u[ c')
�i
M�
M
cd
M�
T ^
.��
m
°d
MLO
r-
°d
cyn
co
°d
Nn
(0
°d
��
(0
^
ep�
M
N,
r�
h
cn
m
v
c•)
c�j
co
O
O
O h
O
(p
N cD
M cD
cD
cD
cD
o cD
n cDcD
-
coMco
m
m
O 1�
^
N 1�
M 1�
M 1�
^
u'1 1�
LO 1�
u'1 1�
LO 1�
^
co 1�
co
coMco
coMco
coMco Mco
co
coMco
coMco
coMco
coMco
coMco
coMco
coMco
coMco Mco
Co-
Mco
co
Mco
co
co M�
Mn
co
co M�
M�
co
M�
co
M�
co
M�
M
M�
co
M�
co
M�
co
M�
co
Mr
M
co M
10+00 11+00 12+00 13+00 14+00 15+00
CATTAIL COURT (PRIVATE) PROFILE; STA. 10+00 - 15+80
SCALE: 1 "=20' H; 1 "=10' V
,Ian Franklin PE, LL(
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
1111111 o Ozp' H OF
1//�-
U y
Alan G. Franklin
710 Lic. No. 35326 W
O 2
ASS/ANAL
KEY
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
09/02/21 - BRIDGE/WALL COMMENTS
SHEET
OF 75
,Ian Franklin PE, LLC
370
360
350
340
330
M
Q
M
3(
3;
PVI STA = 10+49
PVI ELEV = 373.24
A.D. = -4.11
K = 12.17
sn n' Vr.
L.P. ELEV = 357.57
L.P. STA = 13+87.96
PVI STA = 13+73
PVI ELEV = 353.45
A.D. = 11.11
H.P. ELEV = 362.70
H.P. STA = 15+93
PVI STA = 15+86
PVI ELEV = 364.10
A.D. =-9.00
'a DESIGN
SPEED = 25
MPH
�
n = u.vl
K = 14.00
N1-:
In
r
I".°' ++ m
DESIGN
SPEED =
5 MPH
SPEED = 25 M
H
40
DESIGN
CD
2.00%
a
w
5
a w
to
EXISTING
GRADE
+ am
mw
7t77
777*7
PRO
DOSED GRAD
7,-�77�
—M
cm.v
OEM
s.11%
>
w
a)
M
Cl
Lj I�LJ
_N
J
�Lw
w,
5
W
d
w
U
—
co
w
w
?
w
U)
O
��
Cfl
o�
+
F
H
>
UOp
U�
Cfl
d
o
W
�(n
O
p0
0o
U
(L
ALL FILL MAT
RIAL SUPPORTING
ROADW
YS, EMBANKM
NTS, AND
U)
O
U)
w Q
w
MITHIN THE RIG
~~
+ w
o
SELECT MATERIAL
AS DEFINED
207 OF THE
016 VDOT RDAD
O H
>
HH
O w
Ow
o w
~
+
+o
IN SECTIO
"'
w
U)
II
w
AND BRIDGE
PECIFICATIO
S AND MUST
E PLACED IN
SUCCESSIVE
> H
>
Q
z Q O
UNIFORM LIFTS
NOT EXCEEDING
8" AND C
MPACTED TC
95% OF THESOIL'S
M
w I_LI
U)
U) O
MAXIMUM DRY
DENSITY AS
DETERMINED 13Y
VTM-1
>
w Z
a
w
w
z
J
�w
'
�Z
U
+Z
(h
(d
N d.
N
(d
N (a
CO
(d
1�
<M
(d
0) (p
(d
to to
<o
(d
N to
(d
0 d,
m (d
CO h
(O
d
m (fl
7 (d
V N
N
(d
N (�
O
ki
0
00
!�
M fp
m
N
^
m
o
M (�
n
�i
to
O
(d
M (�
(d
0 p
O
(d
N %
t�
h
m (p
to
h
0 a)
(O
h
m ^
1�
(d
co e}
O
ad
CO la
di
V e),
o
0 e),
m a
0 e),
W
N
0 et
1�
(ti
I
M
!�
V N
t0
!�
(p
(O
(ti
V a)
N
m N
N
CD
V (D
M (D
M (D
cn
N (D
r
(O
O (O
W (O
m
(D
0
O (O
0
t0 (O
m
V (O
m
N (6
m
(O
m
O (O
m
m l0
to
m l0
to
W h
to
W h
to
t` h
U
t` h
to
t` h
r h
to
W h
to
W h
to
m (D
0
m (D
O (D
m
(D
m
N (6
m
N (6
m
N (D
m
N (D
m
(D
m
M^
co M
M M
M M
M^
co
M^
M
M M
M M
co M
co M
co M
co M
co M
co M
co M
co M
co M
M M
M M
M M
M M
M M
M M
M M
M M
M�
M
M M
co M
co M
co M
co M
co M
co M
co M
370
360
350
10+00
11+00
MOSSY ROCK ROAD (PUBLIC) PROFILE; STA. 10+00 - 16+60
SCALE: 1 "=20' H; 1 "=10' V
h
M
17+00
11�
MOSSY ROCK ROAD (PUBLIC) PROFILE; STA. 16+60 - END
SCALE: 1"=20' H; 1"=10' V
L.P. ELEV = 360.27
1 D CTA — 74i74
PVI STA =
3+36
PVI ELEV =
59.72
cq
0
A.D. = 4.30
cy)
w
K=37.
0
m
11
LU w
Z
148.00'
C
o q
ZLLJ
DESIGN SPEED
= 25 MPH
:+o
M
w
H
cc
qT
m
It
N
>
_ >
0
w
+CN
CD
O)
5
U
U
EXISTI
G GRADE
w
("
Z
w
PROPO
ED GRADE
c,m
M
w
}
_
I I
Z
O
_
�
m
r
3.00%
_ _
—
— —
w a.
4.— 00%
°
J
PHASE 1
NU id�l
ROADALL
FILL MAI
ERIAL SUPPO
RTING ROADWAYS,
EMBANKNIENTS,AND
90
STRUCTURES
WITHIN THERIGHT-OF-WAY
SHALL CONSIST
OF TYPE 1
0
�
SELECT MATERIAL
AS DER
qED IN SECTI
N 207 OF THE
016 VDOT ROD
rn
O
AND BRIDGE
SPECIFICATI
NS AND MUST
BE PLACED IN
SUCCESSIVE
O
w
a >F-
MAXIMUM DRY
DENSITY AS
DETERMINED
Y VTM-1
0
(0
O M
NO
M
a
.
V ^
M N
a�
M
(do
CID
M
amM
P)
coM
M M cM
M M M
MP')
23+00
24+00
12+00
13+00
390
380 380
370 370
360 360
350 350
VILLAGE PARK AVE (PUBLIC) - CONTINUATION OF PHASE 1 VILLAGE AVE PROFILE
SCALE: 1"=20' H; 1"=10' V
O
M
14+00
L.P. ELEV = 345.01
21+00
L.P. ELEV = 365.90
15+00
22+00
16+00
370
350
Em
330
23+00
L.P.
STA = 25+19.15
P
I STA = 24+54.
4
PVI
ELEV = 365.07
A.D. = 5.50
K=37.09
()
204.00' VC
c
z
40
DESI
N SPEED = 2
MPH
to
z CO
N
m
`°
O
c6
5 w
04
LO
+
M
M
M�
w
w
N
>
;
wZ
N
0
LLI
>
a
iu
EXIST
NG GRADE
w
w
m v
Z
—
— — — —
PROPOSED
GRADE
v
} +
_
N
N
2
— —
—
N
N
II
O
w
45nol
— --
—_
¢a
rn
m
------__
a
tnw
^�
o---
o
TIE TOE
PHASE 1
4DOF
ROAD
— —
@
O
STA. 23+
14.24
O
STRUCTURE
WITHIN THE
RIGHT-OF-WAYSHALL
CONSIST
OF TYPE I
O
SELECT MATERIAL
AS DER
ED IN SECTION
207 OF THE
016 VDOT ROD
Ow
AND BRIDGE
SPECIFICATIONS
AND MUST
BE PLACED IN
SUCCESSIVE
0 ~
UNIFORM LIFTS
NOT EXCEEDING
8" AND COMPACTED
T9
95% OF THE
SOIL'S
MAXIMUM DRY
DENSITY AS
DETERMINED
BY VTM-1
Q h
1�
Cl) h M ^� t0
cd h t�i
T N
C O
^
M %
ai
0 Co N
Ri ^
m
(d
m 11
tri
N 10
V
('^
a �m
�� �n �n
��
��
��
�� ��
��
�(6
I V)
M
(o Cry (D (h (o C.)
M (O co
(o CO
M
(O C,�
co
0 (r)
co
(O (r) (O (`)
M co
t0
co
t0 (e)
co
t0 (e)
co
(n
24+00
25+00
STEAMER DRIVE (PUBLIC) - CONTINUATION FROM PHASE 1 PROFILE
SCALE: 1"=20' H; 1"=10' V
390
370
360
350
>
370
• Ij
350
340
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
oO�VT H OF
i
U y
Alan G. Franklin
713 Lic. No. 35326 W
2
<1\cj
Ss/oNAL N\
)
06
2 w
v () Q
r ILL ffZ
U) V
�J> w
of
Z O/
w 0.
U) O
=Zw o
n _ Q
�Z� °
o �
LL Q W
(7) \ CO
Z J
Q Q
ry
0
Q
O
KEY
ISSUED: 02-20-20
SCALE: 11, = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
09/02/21 - BRIDGE/WALL COMMENTS
SHEET
OF 75
Z
af L.P. ELEV = 4.
z
cl)
0
w
L.P. STA= 13
78.04
v
o W
Y
J
PVI STA = 14
11.98
0
�o�
0 w
W
PVI ELEV = 353.51
�+oM
��
ITW
6.013
�
K = 33.
370
370
�aw
o0
0
>w
200.0'V
Lq
N
rn
w
d
w¢ D
SIGN SPEED
25 MPH
rn
M
+
O
j j F
O
EXIS
ING GRADE
rn
o
M
(4
-_ 2
a a U
-
W
PRO
OSED GRADE
M LL]
+
M
w
360
2.00%
+
U
CO
+�
w
J
w
360
o
U w
a w
4.06
w
UO
aw
<�
�
o
H
U
(n m
IJJ
mmmm
o
Z
O
�~L
w
350
350
ALL FI L MATERIAL S PPORTING ROADWAYS, EMBANKMENTS, AND rn (�
STRUCTURES WITHI THE RIGHT-0 -WAY SHALL CONSIST OF PE I O uj
SELECT MATERIAL A DEFINED IN SECTION 207 O THE 2016 VDOT ROAD > Q
AND BRIDGE SPECIE CATIONS AND MUST BE PLACED IN SUCCE1c SIVE
UNIFORM LIFTS NOT EXCEEDING 8" AND COMPACTED TO 95% O THE SOIL'S
340 0
BOX CULVE T MAXIMUM DRY DENS TY AS DETERMINED BY VTM-1
(O O O W O (D (O ^ O eh °a O (O NU O(o 0)1-- O c.)Ml ON V.N °pM (fly hN NO Om OO O
r M O W 00 W °a °a n N N a0
(N a ai (d o (ri R (ri (ri vi ci o N ri � N (N (N N � (N (N (N ^ o 0
L L N l( V l( V l( V 'n 'n 'n co °0 O O O
h h h h h h h y h
(� (•) (� (} (ti (h c'M (n cr) lf) (v) lli (v) lli Rr ll'1 (r� lli (r� LO (r� LO (r� lli (rj lli (r� lfl (r� lli (r� ul (r� ul (r� co C0 M
M M (7(M (M (M (M (M (M (M M (M (o (o M M
10+00 11+00 12+00 13+00 14+00 15+00 16+00
LAZY BRANCH LANE (PUBLIC) PROFILE; STA. 10+00 - 16+60
SCALE: 1 "=20' H; 1 "=10' V
H.P. ELEV = 362.02
H.P. STA = 16+82.23 L.P. ELEV = 358.29 W
PVI STA = 16+51.68 L.P. STA = 19+35.68 ¢
w
- Z Y
O J W
A.D. = -6.06 a 0 a
PVI ELEV = 57.55
K = 29.73 M A.D. = 4. 0 cy) w
z
i
180.0' VC J U K= 37. 0 Jw <
J
N DE IGN SPEED = 5 MPH w� 148.0' V W J
370 + (l o DESIGN SPEED = 25 MPH > 0
O
of
O
EXISTING
GRADE
(°
o
(R
o
of Z
O
(° +
PROPOSED
GRADE
W
Lc)
o
L
+
O
Q
>
w
Q
W
co
>
O
N
M
>
N W
2.0
%
+
~
w ¢
>
_j
S
"'
w
¢ Z
F- w
w
N
U
U -2.00°
a
W
a
U
360
2 00°'°
360
MMW
Film
r-�
350
_Z
350
Q
\/
CONTEC
BRIDGECOR
INGLE RADIU
STEEL ARCH
SPAN
= J
p w
STR
CTURES WITHIN
THE RIGHT-OF-WAY
SHALLCONSIST
OF PE I
=
C
ON CON
RETE STRIP F
OTINGS, OR
QUAL
> ~
V
C
(28-10" SPAN
X 7'-5" RIS
)
8' (SPA
) X 4' (HT)
SELECT
MATERIAL
S DEFINED IN
SECTION 207
F THE 2016 VDOT ROAD
I -
TOP OF FOO
ER
MODULARBLOCK
HEAD
WING WALLS,
P.
BOX CULVERT
AND
RIDGE SPECI
ICATIONS AN
MUST BE PLACED
IN SUCCESSIVE
ELEV. 348.50
UNIFORM
LIFTS NO
EXCEEDING
"AND COMPA
TED TO 95% F THE SOIL'S
Q
340
MAXI
ALM DRY DEN
31W AS DETERMINED
BY VTII
2
340
cnv. c'7N ar el.°o ^O cp(o cnW ^O NO a0 cp(o ln� d. W ^N hm M� pro (per Nv tyv (Nv .�v (Nv .�v pv Qlv (pv wv (pv wv l()v a1 O a1 v O (o N°D v On v M N M N W N(o O v °D N (o O v °D N (o of o o N (`� h h ni N o o N (d (Oai o o N N ("i
T(COOp)N
�(n�0 h0 ( O �°o h°0 h°0 h� h� h� h°� (jm h0 (n0 (n0 (n0 h� (O� (ON (pN (pN(p(p(o
(o (o (o (o (o
(o
(o (o (o (o m o c) (o c.) (o N N N N N 'n N N N N N N (o (l (o (o (l (o (o
c5 M M M M M M M M M M M M M M M M M M M M M M M M M M
co M M M M M M M M M M M M co co co co co co co co co co co co M M M M M M M M
17+00 18+00 19+00 20+00 21+00 22+00
LAZY BRANCH LANE (PUBLIC) PROFILE; STA. 16+20 - 23+00
SCALE: 1 "=20' H; 1 "=10' V
M of
t Q
to
M W
W
J
w
U± O O
(° W r m m
0) ? rn C6 EXI TING GRADE
r- J + rmi + M PROPOSED GRAD
N W U W H W
30
F w a W a W o O
M U) U2.o0% r
10caf)
m LO +
r+Mm
2.56% N
J> w
3
360
DESIGN SPEEDC
25 MP
Z
H.P. E
EV = 366.97
5a
J_
H.P. S
= 24+20.01
-
PV=
24+23.70350
35 0
_
PVI E EV = 367.31 ALL FILL MATERIALS PPORTING ROADWAYS, EMBANKMENTS, AND __ _I =
STRUCTURES WITHINTHE RIGHT-O -WAY SHALL ONSIST OF PE I V
A. . _ -4.55 ' (SPAN) X 4' ( T)
Q
SELECT MATERIAL A DEFINED IN ECTION 207 O THE 2016 VD T ROAD OX CULVERT
K = 13.18
C AND BRIDGE SPECIFICATIONS AND MUST BE PLACED IN SUCCESSIVE Q
G
UNIFORM LIFTS NOT EXCEEDING 8" AND COMPACTED TO 95% O THE SOIL'S
' ' 2
34Tc))
340
v c.)v c.)v V p)N (p r` coN Om Nr` g(o V.LO coot OM °aN d.� d.m hoo pr__ NO CO LO (Nv c'7M p)N °per %0) p)O (N cfl coM Ncfl V. "- NO OM p)mN (O O V aD W aD M cq M °0 M °a M °0 N r N r N r N r N (Or M a1 O M Or(ri ((i !} !} ti (ti (N o of °d n (ri e} M N M M M M h (d (d (d h M M McprA
(O (o (OO (O (� (6O (6O (O(o (OM (O� (O co lnv by rnM rnM '1')N In (V h h In0 rn0 h0 O rj W h0 hr hr h0 h0 I N hN hN hN b
o (gym (gym �(o c�(o c�(o c�(o c�(o o (gym r)(o ()m c)(o c�(o Mm r)m ()m r)(o )m )u) Mu) Mu) Mu) M n Mu) n �u) (�u) (ti u) (�u) (� n q n
M co M M M M M M M M (o M M M (o M M M (o co M M M M M M M co M co M M co
24+00 25+00 26+00 27+00 28+00 29+00
_AZY BRANCH LANE PROFILE; STA. 23+00 - 29+80
;CALE: 1"=20' H; 1"=10' V
P7 v
L.P. ELEV = 354.14 °D N
co¢ M a
PV STA = 30+48.70 > w w O
P I ELEV = 351.34 w 0 _j
A.D. = 4.56 0 6 U w Lu<
O
370 K = 109.76 °° w 370
500.0' VC + (� EXISTING GRADE - - - - - - - - - _ M w M a
> - - - -
DESI N SPEED = 25 PH - - - - _ _ Q p U
PROPOS D GRADE - - - H w
- _ u- w O
co U U
+ co
0+
360 00
a W -
360
rn
N
d�
UO
350
~
��
U
N
U
ci
U)
W
UO
,r J
STRUCTURES
WITHIN THE
RIGHT -OF -WA
SHALL CONSIST
OF TYPE I
Ow
350
z
I_- F
F
��
OUBLE BOX
SELECT MATERIAL
AS DE
INED IN SECTION
207 OF THE2O16
VDOT ROAD
>
_
O w_
O
CULVERT
AND BRIDGESPECIFICATI
NS AND MUS
BE PLACED I
SUCCESSIVE
J
>
>
(SPAN) X 2' (FIT)
UNIFORM LIFTS
NOT EXCEEDING
8" AND
-IOMPACTED 70
95% OF THE
SOIL'S
340
MAXIMUM DRY
DENSITY A
3 DETERMINE
BY VTM-1
340
�M a o aa- Nco
W v M N
v
pv
(N
(N
mm (pN
o
N
of
M
n
v
rn
(O
°D cti0
ti
(pN
O
M
(i
M (N
(O
(i
W p)r,-
O
cy
M
(ri
rl ^ram
I�
n
N�
o
Nr,-
N
(N
a�
O
e}
N�
M
(d
a�
r:
r�r-
On
(n
°d
an
O
°d
N�
M
a�
I�
°d
l()r,-
!ham
N
(d
cot
a1
e}
M N
(ti
N
v� t(� v ((�
�' (") u) nl M 'n cy
v ((�
u) cr)
v (()
u) cr)
v h
u) cr)
v
u) tv�j
v
u) cam.)
v
u)
v (()
u) cr)
v ((�
u) (y
(n ((�
u) c")
(n L6
u) c")
(n ((�
u) tr)
(n r1
u) cti
O h
u) cti
O h
u) cti
n (O
u) (")
(O
u) cti
1 c0
u) (")
W (O
u) (")
W (D
u) cti
(D
u) cti
(D
u) cr)
(D
u) cr)
O (D
(o (")
O (O
(o (")
(D
(o (")
(O
(o M
c0
(o (")
N (O
(o (h
(O
a)
(+/= M M M
M
M
M
M
M
M
M
M
co
co
co
M
M
M
M
M
M
M
M
M
co
co
co
co
co
co
M
M
30+00 31+00 32+00 33+00 34+00 35+00 36+00
LAZY BRANCH LANE PROFILE; STA. 29+80 - END
SCALE: 1"=20' H; 1"=10' V
,Ian Franklin PE, LL(
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
PO H OF 11
i
U y
Alan G. Franklin
70 Lic. No. 35326 W
Oo ?
�Ss/ONnL
w�
W
2 w
(D (D Q
r LL
ffVL
U) _nn
0J> w
of
m � LL
Niz O�/
w L.L
U O
< < U
O
a Z J Q
�Z� °
OG
LL Q W
(7) > CO
Z
L.L ry
NO
I..L
KEY
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
09/02/21 - BRIDGE/WALL COMMENTS
SHEET
OF 75
10' 20' 100, / / 200'
400
YELLOW SEED _
I— �l.IMI�,S OF-T— 6@RE— _ \
— ASP 4AL
/ \ MILL $ OVERLAY, TYP — —
INV. 370.6/OUBLE YELLOW — —_
STRIPE — — _ +00
/ 380 / LINE-- - - _
t
+00
\ 1.3LFOF33 1
�—
Q\N—
TS OF NEW
13+00 , _ �� \ PAVIEMENT, P
ADJUST
AY 4
g�V� _
'APR AS O
\-------
FIBER OPT/l / ' — — — �90 �`Z�� / / / \ IEDED� EDRIVEWAY
\ I / POST / _ �\ �' / / / / /3$ \ <1/—
/ o \
\ \ TMP 80 46B I
71113
.6 I
AUBREYSHIFY�ETT ' II /
\ \ \
y
/ — — I - / / / �1k00 /, ��/ , I —�� \ \ \\ \DB. 1414, P,26
L
-ELEOTRM-
POLE&
I INV. 392.50 / / \ ' 10k�� ' j / \= = - - - - PPRONEPED-
I 44.8' O18"RCP
@ 3.73/o
PHONE PEDES L
FIBER OPTIC
POST
00
O V A cv
/ / /-�� MB , — / TMP 79D-18
R. GREGORY MAGRUDER \ j RESIDENTIAL \ O \ \ \ \ \ p
_ _ \ \ \\ \ \ \ \ \ \ \ \\ w
FIBER OPTIC / / I i \ \ \ \ \ \ \ \ \ \ \ \ \ �
\ \ \ \ \
INV. 390.83ST l j 4 \ \ \ \ \ \ \ \ \ \ \ ` w
Z
/
LANE TRANSITION SIGN & I / i� \ TMP 79D-17
' INTERSECTION AHEAD SIG,MA LBOX I I \ i \ \ \ \ \
R. G�GORY MAGRUDER \ \ I \ \ \ \ \ \ \ A
F ESIDENTIAL \ A \ \ \ \ \ \ V
/ I / DB. \368, P. 175 \ \ \ \ \ \ \ \
� TMP 7 D-19 M� 7�D-16\ \\ \ \
/ / I R. GREGORY MAGRUDERI 1 \ } — — \ \ \ RGANG R1� MAGR(�pER \ \ \\ \ \ \ \
RESIDE TIAL / - \ I \ \ \
\ \ \ ROES EkTIAL \ \ \ A 1 \ D8. 368, \ DB. 36) , P. \1 75\ \ \ \
/ 175 I 1 \ I
TINTS RI ING \ \\ \ \ \ \ \ V A A V A V A A\ I I I I I PA
RKING ZONE \ \ \ \ V A V \\ V A
\
La
fx
1
TMP 79D-15 1
R.IGREGORYMAGRUDER I I \
RESIDENTIAL I
DB. 368, P.1175
i I
I I
\ \ I MATCHLINE -'SEE SHEET 31 I
,Ian Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
PO H OF
U Alan G. Franklin
A Lic. No. 35326 w
o c�,
T �
�sS' o N A I-
A��
W
w
&(DQ z
LL Z
Q (D J
�Jof 0.
OJT
J - >
> f—
N Z
U) O
Q U 06
= z W rrnn
0- J V
�zQz
O � Q
Q W
ry
Z CIOV
Q
L.L 0
Q
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
SHEET
OF 75
/ ( * NOTE:
THE 70' WIDE RESERVATION ZONE AND 3QYADE LANDSCAPE BUFFER ARE HEREBY _ 380 —
RESERVED FOR URE_DEDI�ION FOR PUBLIC USE UPON DEMAND OF THE COUNTY. /
NOTE: \ \ I THE UPKEE ND LANDSCAPING OF THESE AREAS SHALL BE THE RESPONSIBILITY OF
REFERENCE APPROVED WPO 2018-00017 FOR EROSION & \ I / � � � � � Q 110' �' 100' 200'
SEDIMENT CONTROL PLAN, STORMWATER MANAGEMENT PLAN, \ \ THE HOA UNTIL THE COUNTY DEMANDS DEDICATION AND ACCEPTS IT. , , i I _ _ - _ _ _
Lu
AND STREAM BUFFER MITIGATION PLAN. 11 \ ^ } / / -- - - -- - - 37061f3� / / —� \ \ \ I I \ I = � \\
/ V Y °
- - �\
/ Lu
72LFOF12/ —�_
/ GR4l/EL O / PAVED \ \ DIP @2. °n _ LIMITS O A PFIALT— ' — — — I j O , - _ _ _ _ - -
- — — _ —
LOW STRIPE GOR \'y�. � - - — � I E
J� / — DITCH — — — —� ----�\--------------------- - - - - --=- - - ------ --- --------— - - - - -- ---- ---- _ - -_--- — --
_ MILL & ERt�cY,�i`P B6UBtEYE000W�7RIP I I / PAVED
- - - - .1 c50 v-R.O.W. r-SINGLE W 11TESTRIPE
I IT titi WADI--I1 FF'
- --- -
- _ - 19+00
17+00
_ 0 20+00 - __ 21+00 �= 22+00
— _---___- --- tip. --- - --- - -- _ --- - -- --
- - - - - - - - - - -
+0CD
I
--. _----... t�` ..j- --- ---- -- —
_-�__- ------ ---------------------—-
------—--- - - - - -- -- - - -__- -
\�.
----.- — — — -Now
- -- - -- - - - - - - - - - - - - - -- — — — — — _ C STREET
O
_NAME
SI�fV
�j--� O STOP
W
/ FI4ER SIGN
J �Os I \ t
_ a + STOP
\
7O +
ADJUST T AR
_ 1 i
B
DRIVEWAY \�_11- TW 3�0.75 379.0 \ �p0
APRON AS / 1 10�SPH�LT TRAIL \ 382 IMITS OF NEW / INV. 3848 \ n 1 /
/ / 2' SHOU DERS _ _
N� EDP DRIVEWAY / (2% MAX. CR SS SLOPE) \ 84 / AVEMENT, TYP T STD. �p \ VD T TD. CG-12 I
I 3 6 C 7, TYP 3 C TRAN I AM P \
388 I LOCK LIMI TYP. I / 376 \ -7 1 f♦
/ R.O. I ION I 374
\ \ \ R. I 57 LF OF 15" 70' R. z
i XTEND 3 2 2T DRAIN E R N ENE T - o
RESERVATION ZON q� Fv
*(SEE NOTE ABOVE)/ I I I DOT STD M \ \0 CONCRETE \
12" DIP 6 L S T EE TE A ) W 0 S
I I SI GLE FAMILY D�TACHED 00 INV. OUT 367.20
\ FLUME/FLOWFL�NE BETWEEN \ +
I \ / R SIDENCE W/ 2 AR GARAGE AND I V. OUT 368.20 15" FES
I I I J 2 RON SPACES TYP. I I \ END SECTIONS
I I I I INV367. IN AMENITY
(BOTTOM WIDTH �2'; DEPTH 6") \ _
/ i I 367.00 \ \ \ SPACE\
AMENITYman / I SD
/ SPACE I I t I 1
CAPE + I + \ \ \ II I
x J \
I x
X ( NQTE XNk
3 N AP X
TMP 80-46B X XRRO x X + X UFf�ER X
II
AUBREY SHIFFLETT �I X +� + 1
RESIDENTIALOEM _ _ I I / 2 3 \ \ II
D8. 1414 P. 261 - - - - - \ - - - -� I - - - - - - - - I I - - �� - SPEED Q o II- _._
LIMIT SI N -, N
27'DRAINAGE \ \ \ — 01 Q
i \ t X I / I I I\ I' I I I I I I I \\ Il EASEMENT, TYP. LL U.
/ \ \ ` II I I S - I CP\LI\� \ _ Lu_all v
� \ � II II - - � II II II II II I / I I \ II �
� II � II � II � I II II II II � II � III II III I III II I Ily L \I
I _} ,_ I I I I I I I I\ 1\ \ + II
\ LOT 15 1 I LOT 1-16 �I L& I-24
\ x I 5,424-SF I I I II I LOT 1-22 1 III 6,826 S�
5,424 SF LOT I-17 LOT I-18 LOT I-20 LOT I-21 37 .50 \5 3 .50 I _ \ II
\ \ / I 1 I I 5,424 SF LOT 1 SF I I LOT 1-19 15,424 SF I 5,424 SF 1 939 SIF 1 L 5 939 SF II 37 .50 STA. +7 85 BUTTERF L LANES �I
N - \ \ —x 376 1 5/ „WATER 15,424 SF I I \ III \ I STA. 15+99.2MRRAPIN ACE \ T
LLJ A METER (WM), YP.
372 \
W O \ X I 1"TYPE K CO PER I I / I I I 1 \ 11 1 _ \
cr)_ I� II W ERV�CE, TYP. I II II I II I II II II II II II I II �� II III 1 II -; DASD GE P. I z
O \ \ \ x L„ VC S TYP / CG 9BSTYP \ I (PUBLIC) v� SD SD Fv
co �ti \ _ I I I� I� \ M12II 2M13 -
W \\ \ 4 �I�I I I�� /�I L- Imo" 1 \��I 1�
\ \ I } 4A s 1 1 1 \ l \
\ \ / Ed M NT VIE TYP.
Z_'YO � -
_J V V A tx I TYP. _ I % I I � z 2 37o�b5 _ — �\ -
�� VPAINTSTRIPING
AT END OF C
� G. 1; E ,,
Q y V X RKINGZONE S S • ;, S S S I 8 S.'RS S R 37 S S S' S S S —� S
C S.
\ Q 8" I\LU vj/oiv'
+ - C. WALK
\ \ 2 C C. WALK ONC. WAL D CON
�y \ x \ W + N ? W +
\ O -
, y 2M11 \
\ \ W W M W W 1+00 W --- 8'ACSAW.L.'R 1 +00 8 ACSAvy.L.'R 3+ ------ 4*00 _ PAR II G 10 O 8"ACSAW.L. R C1F0
\ \ W W W W W IN 2 W W--- --- -- -- vp- - - -- N vv -O� W W W W W
� —�� (OOAD�— — I' � ELF I f —
\ \ \ AVAILABLE GUEST, �p I STOP 8" X 8' TEE
\ NO PARK G TE fwP� N TRACE nti VDOT T PAINTSTRIPING 6" G.f42
BEGIN TERRAPIN LAN D SIGN (NP) , -_� 8" X 6' TEE / ON -STREET P G a PUBLIC: 25 MPH �' D AT START OF _ FHA
D SIGN (3) - 8" G.V.
2Y - ( �'� i, Cd-6, - 2M10
(2) $ G.v � = 10+14.5 NP> Pz - PC = 12+99.51 1 ��
P1 PARKING BONE- ���
STA 4Q+0\0 \ 6 WM o 2' ;g M U \
\ \NENT C i/V4LK `> — STOP CONC. o
\ TYPE IPERMII BARRICADES \ SIGN W
\ WITH MUTCD \ - - - - - - - - -- - - - - \
NC. LK
\ 'E-NP OF ROAD" �a 6" X 6" T +
r'-
SIGNAGE_ _ \ N
VDOT ST . CG-12 6" G.V. � SPEED � � � � � \ � � M
HC-RAM P � VDOT STD. CG 2 � � LIMIT SIGN � T STD. CG- �
STA. 11+90.66 TERRAPIN TRACE = STM T o FHA #S HC RAMP, TYP 4"' PVq SAN. RAMP, P �
\ \ �TA. 10+00.00 MEANDMWAY \NAME�$IGN n .� u
Zo n I ' TER, L, TYP.
7 \
\ \ 1" TYPE K COPPED _ _1" TYP K CAPPER I l \ z
\ V A WATER SERVICE, TYP. ( IE VICE, TYP. I A I v
\ x NO \ 5/8" WATF� r V / 1 /8" W ER 0 2 D
\ Z"KMG \ _ TER (WM), TY �L �(VM), TYP. A 2M9
SIGN \ i 4" PVC SANS m AT E-ND OF' / METER �� EASEME T, LI I SIGN
77
PAINTSTRIPING
\ ( i LATERAL, TYP - �_ RKING ZONE (PUBLIC)
2Y1 \ \ , _ I ��
/ LOT I-27 �� LOT I-28 1
V A \ t LOT I-29
lI
5 SF - I4,596 SF ii III
LOT I-39 934,644 SF
�
II
II \
LOTI-32
8,646 SF LOT I� L�T I-31 � 7,149 SF 15,952 S� 5,72 SF
�I�I
- _
I
��� II II \ II 1 II II III II I
_ I T
O `, AVAILABLE GUEST, I 1 I \ I I I
O + ON -STREET PARKING
�M \ I 3 IL= A ADO STC
CG-6, TYP
A V A A \ \ V LOT 1-40 �/� \V �\ Zi \ I 8 I
VDOT STD. 36 I
PAINTSTR !PING
6,481 SIF �A \ Oo i �C, TYP / - - - - - - �- AT END OF
�- A
PARKING Z NE
LOT 77 / _ AVAILABLE GUEST,
71 �` 7 6811 SF �� I _ — ON -STREET PARKING
\ \ V A \\ o v \ I I
LOT I-33 I I'
7,021 SF _
N j
\ LOT 1-41
\ \ \ \ \ \ \ \ 5,952 SF \ �\ �Q O M / / I AR
\l G k ' ' ON-STREIET PARKIN
L REQUIR D FOR PAR
WIPW
PAINTSTRIPING LOT I-37 \ / _
FVP START OF 8 SF 2
\ X %
EASEMENT, PARKING ZO
M \�iL \ W
\\ / / a
\ NOTE:
\\ \\ \ \\ \\ \\ IA \ TYP. 40
/ 64
SEDIMENTCONTROLPLAN, ORMWATER �ANGI '
II =15+_04
66REFERENCE APPROVED WP 2018 OL&\ OAMENI+ LOT 1-34
SPACE
RIVATEREAM BUFFE MITIGATION PLAN. 15�EE// SF
SLO 242 SEMET, TYP.
MATCHLNEE,5S&-�
/ �
+
I ~
J
11 I
1
�IX
III
\11 • ..
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
0+0 H OF t/��c
Alan G. Franklin
70 Lic. No. 35326 W
O 2;
FSIS O N A L
W
2 w
V (D Q 7
LL Z LQ
(n Q C5 J
OJT
J >
N Z
LU o
U CU 06
= Z Lu r� rr��
a_ J V
Z
QC Z
OLL G Q
LLl
Z co(�
> J
J
a_
Q
0L
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
09/02/21 - BRIDGE/WALL COMMENTS
SHEET
OF 75
BM
Lu NOTE:
ELEVET 1 .50 / z II \ l 380 REFERENCE APPROVED WPO 2018-00017 FOR Ei4OSION & \ \ \ * NOTE:
I \ THE 70' WIDE RESERVATION ZONE AND 30' WID,E LAND5CAF E BUF�ER,ARE HEREBY
SEDIMENT CONTROL PLAN, STORMWATER MANAGEMENT PLAN, � (j a
- II J -AND STREAM BUFFER MITIGATION PLAN. \ \ RESERVED FOR FUTURE DEDICATION FOR P LIC ISE UPON DEMAND F FHE COUNTY. /I \
TW 372.00 \ THE UPKEEP AND LANDSCAPING OF THES�z/AREAS//SHALy BE TH RESPONSIBILITY OF 5 LF10F 15 ' 100' 200'
INV 369.48 \ \ \ THE HOA UNTIL THE COUNTY DEMANDS DEDICATION AND AC7, IT. I I I PWIWIL, 4.70%
63.8 LF OF 15" //
\V - i -CMP @ 2.67% A A I A I / - N�. 37�44
I
- - -
_ 5 N �, t _� \ U SOUTE 250 (55 MPH 6� R.O.W� - - - - _ _ - �� �` �- �� - - - �_ - FIBER OPTIC
PAVED �� 5 \ ' \ \ _ \ _ _ - - _ _ -DOUBLE YELLOW STRIPE \\ \ \ \ _ l � / � / / / / GRAVEL \\ POS7`'
SINGLE-WWHrE STRIPE LIMITS OF ASPHAL SIGN \ L,� _ _ _ - - _
DITCH - MILL & OVERLAY, TYP �� - - - - - - - - -/T = YELLOW GORE \ _/mom \ _ SIGN
BLE-Y&LL-04STRIP - - - -- -- - - - - - - - - - - - - - - €V WHJTELINE-
23+00 24+00 25+00 26+00 27+00 28+00 \ 29+0071
\
x
-
-- -- ----- --=-- --- = - f- --------i
VDOT D. F ER O�TIC
CG7, P V,ULT + _ _ -- -- -- -- - - _-- -
+ K,
378 1 I i, ! / ` mac/
- / �462
81: 3 9 84
FIBER OPTK�-
LT
T BLOCK LIMITS�fYP. 8 W1 T SH CROSSSLOP
380 / Q
/ W/ 'SHOULDERS � + 379.0
VDOT STD. 1 IMITS / 376 h_ ° ) 380 382 / \ FIBER OPTI�
POST
HC-RAMPS, O.W. - -4 I / 70' R.O.W. I 384 %/ Q / ADJUST ENTRANCE TO \
RESE AT - � /
*(SE OTE ABOVE) / -372 / RESERVATION ZONE OHE OpW HE 6 /'
REPLACE CUMBRIA DRIVElAS
DRIVEWAY CONSTRU 70 I I I / / I 390 390 HE OH� �FR®bF& 15 - OHE�I � E / / OHE -�P�O NECESSARY 7FIMV} OHE
/ DA\-r.� /aED-A
x / / D O EX. 15" CMP 368 I I / ' x 394 NV. CULII3 N 77.15 / I OM
INV. IN 367.78 \
RIM 3 .5 I .
I I m INV. OUT 377.00
+ / / I I P
INV. OUT �67.68 21 R IN GE / I I TEMPORARY CONSTRUCTION)
/ I� SPACE EA EME EASEMENT OR LETTER OF I LLI
48 LF OF 15" \ r �P' �BL C)N P / / I I I ' I l \ )1 1 PERMISSION FROM OWNER OF _
@ / / I ' / ` TMP 80-58A TO BE AQUIRED co
_ RCP 2. 5% Ir 1 \ PRIOR TO CONSTRUCTION w
TrF
+ DOT ST EC -1 A7ITY N_ - \ LLI
IP RAP / / \ I I + X / + I SPACE -\ \ \ \ AMENITY \ \ ` \ \\ U)
0' ARE I 01-1 366.36 /
F / / \ \ 3U LA APE \SPAC \ \ \ j LLI
X *( E OT / Z
+ / J
\ _
C)
swmrI I \ �FORT/OPEN
SPACE EASEMEN��MENI
�SPAC F-LLJ/
/ STA. 8+66.39 T RRAPIN
/ "CASING PIPE FOR ST . 10+0O.O�MOSSY I� CK
I ATERLINE @ ARCH BRI / 377.33 380.33 384.3 .3g 391.33
LOT I-25 /' tROSSING AS REQ. BY OT 375.8 I 378.33 I 380.33 2.83 1 � 1 I 3 83 I � I 388.3 1 389:83 I /I 391.83�- 393.33
_ 7,547 � 3AS R II C NT H RIDGECOR SINGLE RADIUS I + + + 2 \ \ \
i STEEL RC PAN O CONCRETE \
J / 5/8" WATER LOT 1-26 ST IP OOT GS, OR EQUAL 1 I \ I I I I I / \ 1 OWNHOUSES V1(/ 1 CAR X \ \
Y METER (WM), TYP \ O GA & 1 PARKIN(', APRON
3,1133113 or 2 '-10" SP X T- RISE X 71' -6"L /
1" TYPE K COPPER M DU AfY L HEADNVING WALLS, // I \ I m I GUST P KING ON TERRAPIN
Q WATER SERVICE, 20' DRAIN IE T I 1 I 1 I I I TRAC (4 R -#) AMENITY
EASEMENT, TYP. N
4" PVC SA i(P>TLIC) / I I I\ 1 1 1 1 1 ' I I SPACE \
LATER , T�jP. � LT I-50 \ LOT I-bV LOT I-53 _ LOT -57 LOT I 9 4" PVC S�N. \
�{ M LOT I-49 1, 60 $F \1,860 SF LOT I S 2,418 SF L�jT I-54 OT I- 5 LO 156 1,86 F LOT I- 8 2,41 SF LOT I-60 LOT I-61 LOT I-62 LOT I-6 LATERAL, TYP.
_ i 1 `�P \ I I 2,41 SF FF 378. 0 FFE 379.50 1,860 SF FFE 381.00 2,%8 SF E 38 00 1,8¢0 SF 2,418 F 1,862 SF 1,860 SF 1,860 SF 2,418 SF \ +
�I o FFE 3 6.50 PRI ATE S.S. FFE 381.00 FF 383.50 FFE 1386.50 FFE 3 .00 FFE 38 .00 FFE 90.50 FFE 392.00 FFE 392.50 FFE 393.50 FFE 394.00 1" TYPE K 80PPER 46' ACSA
��// E / EASEMENT \
III III - EXPANDED V OT I LATERAL \ I / I 14' A SA WATERS[ RVICE, 1
�� R.O.W.I AS MENT EAS MENT, 1 \ TYP I \ X
EASEMENT,
- J / 2R3 m W L A = 370.0 Ira 1 �' := 380.00 LF �'384. x 391.00 392.50 /8" WATER I
87.00
- _ _ 75.50 78.50 381.00 2 " �: 885.50 a 88. 0 389.50 391.50 93. I ( )
EASEMENT,^ _
"` � ETER WM
---- - v I I I �TY
� rt -�- ---- -
ss l0.75 ' �.I�= l "_I s I. I`
\ _ /// � ,;::LLNs`nI T � /� I � I I I I / I. I ss
"ACSA S.S. 'R4- 4-1 VDOT I
STD. HR-1 I 8- i Si S S „ T8
J
S S e /.• - S S S��' 'SS 6 S� S S S S S
„
w
CONC. WALK I I ON WALK nwm SDI M 2SD A� DWM m CONC. WALK X6' TE
WM
G /
a i
� i
2R2
I
+ I II M I + + -
. , I ,
G t i „
STOP SIGN W (500 ADT) - /- -' _ - W W \ 8" A�SA W.L 'R W W - 20 0 A O 21 +0 392� I 8„
17 0 -- _ 1 �0 ACSA W.L.' ' IN v� i
-=L ' ACSA W.L.2' NO W�AINTSTRIPH�G -I TI O W �V/ W W W- W W W
-PARKING E - - X - - - �i -I / i
I -j �'r�{-fi' TEE
PARKING r I O ATI�TARTI Fco / - 1
TERRA - - -
'SIGNN-STREET P K G I I 2 8' G.V. � p
v (NP� VDOT STD __ EQUIRED F #2I�OCK I �I I I 6" G.V PAR ING Z NE �" G.V. _ TE'R IN T C �� i
- - G-i I I F # R I ' 2 H VDOT ST uj-
- CG-913 Q - A l
P NP > �Q , X HATCHED AR A RESERVED
+ <NP> /
2SD22 13 ¢ 2S14 / I / i i \ DEDICATION U ON DEMAN
CONC. WALK CO C. WA M co ��/ FOR FUTURE PLIGHT-OF-W Y
D WAL IB PC = 1 0+30 U - - - - + NO NANKIN w j OF COUNTY I 1
AVAILABLE GUEST, STD. 1 I I I 373.00 I I I I ( )/
G Q�
\ I RAI m I ^ I TW=370.00V
MEN �Y12E T C- MP.TPBLI
\
NAME PGN_ J 11.25'co
I
- LOT 1-14 ��� �1. 3 1 END 3:1 P LOT I-�6
\ 6,784 SF EXPAND I I i
SPEED � I SICJ „ . 7 528 PF +
,J7 '� \ '' OD R BLOC LIMIT N - PVC SAN. f \ /
BLOCK
\ LATERAL, TY X /
R AINING-W LL / O \\ ,%WVM // J
_ PAINTSTRIP G CO - �_� ACSA
1/ / � STA. 20+92.20; 33.50' RIGHT
AT STATO 0 I ( ! - EASEME T I / CENTER OF 9UL DE SAC /
\ / PARKIN„ (ZO � �- � / TERRAPIN TRAC
E MP 80_ Jr2
S
7_1 I I RIVA NA INVESTMENT
RI LE SA + /RESI�ENTIIAL
SE EN , TYP. / Y B. 3641, P. 400-409
HED
LOT 1-13- �- X '� 1 1 RESID�NCE W 2 CFAMILY AR GARAGE AND DB. 35 6, P. 594
L �5�50 SF / II 2 I CSA�T 1-67* I I I T 1-65 38 \ X I 2 APRON SPACES,�R
• - - / ' SS 0 952 SF 8 S
a I
_ AVAILABLEE T, l I -18� �� ) 1 �) /
c- ON-STRE T I
- J AMENITY co_ _ X7,062 SF
SPACE �' � � "�" ��
a - Q Co S��- _ i v v VDOT
_ j
STREAM CG 6, , 66 WM O AV /
1 L I I o 6 I V oT TY LOTH-68* I I X
950 SF // \ I I 2 SF
5LOT 1-12 I I I X
,
i� FHA U1
SWM/BMP I M O U
FOREST/OPE
-
�-
� SPACE EAS�M
X /
J�
LO�1-69* � \ \ / / \� NOTE: �
1 AMENITY \ REFERENCE PROVED, PO 2018-00017 FOR ER SIGN &
- LOT I-11 �� I I I 5,95� SF SPa2� A
\ 5,914 SF I 1 I I to I \ / % \ SEDIMENT CONTROL P N, STORMWA*R MANAGEMENT PLA�1, /
' B J I _ ' 1 \ \ \ ' \ \ / / _ / / \\ \\ AND STREAM BUFFER ITIGATION PLAN.
MAT L E SEE SHEET 33
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
\�TH OF,
o �
Vp v .
Alan G. Franklin
710 Lic. No. 35326 W
0 2;
FSIS O N A L
W
2 w
(D (D Q z
Z
LL Q
U) Q (D J
oJ> �
m J_
N Z
w � �
U Q U 06
2 z a_LLJ (r�
J V
O
LL < LLl
U) m
Z > J (D
^J <
IL
Q
LL
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
09/02/21 - BRIDGENVALL COMMENTS
SHEET
OF 75
0 10, 20100, 200'
_ / \ 49.10 LF OF 15"
I I V CIP@4.71%
— — — / / LIMITS OF ASPHALT
—— PHONEFED_ _ = — — — — — — 3�0 — — _wtiLt&��iERtYkY, TYF� \ \ \ \ \ IN — — — — / INTERSECTIO
AHEAD SIGN - - - \ - - - - - -
DOUBLE YELLOW ST PE XVED�
V. — 81 /
YELLOW STRIPED GO E ' — _\ — — _ SIG4
- — P— — — — — /
-- -- -- -01y —------� - --- - - ---- - ------ �---- -- ----------- - - - --- -- - ` --- ---\ ------ \-- ------ —77
L
30+00 +00 \ 32+0 33+00 3 +81.87U.S. ROUTE \
_ - _ >> .°tiF , �.
- --- --
a
INV. 364.23 INV. 363.62
URAVEL— / O� O LVERT �-L-FIBER-OPRG-T-
2fX(10J MAILBOXE F m POST \ J 31.2� OF 12"
O \ / / — 379 - — \ \ 1 / / \ \ \ \
LIMITS OF NEW _ _
\ PAVEMENT, TYP / \ m \ / / I
� tiF \ � _ � � � — � � / / \ TMP 80-58
TEMPO ARY CONSTRUCTION / 0* \ \ / / RESIDENTIAL
RICE I
EASEME�T OR LETTER OF / \ / - - - RESIDENTIAL \ \ I I
PERMISSION FROM OWNER OF � OHE OHE OHE OHE -may,/ OHE OHEOHE OHE — �E 6HE OHE OHE OHE OHE �OHE OHE - - - _ \ D�q 98, P• 409
6H _ _ OHE OHE OHE OHE --c� `UH I
1 DB. 35 6, F'. L1 OHE OHE-{— OHE OHE �— OHE-�
TMP 80-58,,��CCTO BE A�j ss D OH i OHE O E OH QHE OHE / / � — � �- � \ / � I I
OH� PAIOF�TQ`Oo SI�RUC�O� (/ � / � -
_ DB. 568 P. 608
N I T P 80-58A
w I MA�YBESS-
1= I I JOHNSON
U I RESIDENTIAL v�----�� �--
I \ 608 / _ I_ — ( \ I
L--J
/----- v--- v-- I / /
l I �
TMP 80-53
COSGROVE
RESIDENTIAL
/ \ DB. 2821, P. 505
I \ 7
v I v TMP k-54A
TODD CgSGROVE
RESIDENTIAL
DB. 39918, P. 409
DB. 17 1, P. 672
DB. 374, P. 399
o
//
,Ian Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
SHEET
OF 75
MATCHLINE - EE SHEET 2704
/
\ /0 10' 20' 100' 200�
/ I A / / w
NOTE: / %� / J / �
REFERENC APPROVED WPO 201t 0017 F(3 EROSION 8 \ I \ \ - \ / _
SEDIMENT ONTrL PLAN, ST05tMWATEF /MANAGEMENT PLAN, / I \ I � � �
AND ST AM BU FER MITIGATI N PLAN. / I I \ - / W
I
0_ / // li
- _ TMP 79D-13 TMP 79D-14 I -- TMP 79D-15 \
R: �REGORY MAGRUDER R. GREGORY MAGRUDER 0 j R. GREGORY MAGRUDER /
\ 1 \ I I PRESIDENTIAL _ --- - -RESIDENTIAL / / RESIDENTIAL / Q
D&`35$, P. 175 _ -- --- -- DB. 368, P. 175 / I / DB. 368, P. 175 / / 2
TMP 79D-12 \ O
R. GREGORI MAGRUDER
/ REST ENTIAL \ \ \ i 1 \ I v v O /
/ DB, 38,P.175
SWM/BMP
/ \ I TOWNHOUSES W/ SHARED FOREST/OPEN
NOTE: / / PARKING IN CONGREGATE- -SPACE i
PRIVATE ROADS/ALLEYS SHALL BE DEDICATED TO AND / / LOT W/ EASEMENT EASEME
/ \ MAINTAINED BY THE HOA. NO PUBLIC AGENCY, INCLUDING VDOT
\ - OR THE COUNTY OF ALBEMARLE WILL BE RESPONSIBLE FOR / / /
MAINTAINING THE PRIVATE ROADS/ALLEYS. / / EASE AMENT, TYP
CE (PRIVATE)
_
- 2L4 �
3184. :3$3.00
-�S M/BMP Iy/33$5.0 +.
/ - - - - FOO SIZCPEN 0 85.00 / 5 -SPACE EASEMENT
.00 '
V / \ r• . •• - . Will 3- �00 - _ - I 376.00 / _
_ I
0' t ACSA EASEMW X� r r �a I - 00 • - 1 I / : 0 _ O 8 5.0
• ° , \\E-GDG3- B3TW2Off
EXTENSION \
1 3T 7 I 3I.33,°547.TS6I5C0I�TW.
�� I /165.22T6TCC-_I-AJ_7 I-_i1'/ °�,�In�-"iAT��j TY- FP• RE'I
-I ,�°-", 1SI 3772E45.N.5I2 °D2TCLgT "L,•G
I 33/.5' W^,7
748) 6 .SFRESERV�FOR FUTUILOT
LOT G-10 LOT G-11
962 2007 F 1FFE3.075f A0
MEN SPACE 1 FFE 378F601 FFE 377.0000 2FFE 385.00000 \ LFFE
OOOO 1) 0°L8 LOT G-8 LOT G-9 2FFE 3/.00 1 26
O O O 0 0 ° °O 1 FFE 378.00 1,954 SF 1 1 958 SF VDOT ST CG-6 4
.
;o2IS/-JLOT -13 .1
OOO000 OOO - I LOT G-6 FF3870 72,991 "I- S
FCIS /S
-A
P S/f
0
� 0I
� -
1
�
I
LOT G
4 OOO OOO LOT G 5 3107 SF 2FFE 387.00 2E .01 2FFE 38.00 1(Y GUTTER),
°O 0 \ �G LOT G-2 LOT G-3 1,936 SF FFE 377.00 1,0 SF
°°0OOOOOO S 1FFE 378.00 TYpCO 0I 31 924 SF 1,928 SF LOT G-4 FE 377.001 2FFE 387.00 FFE 376.0(
/-0
°OOOOO 0g ,932 SF
O 0 O0OO 1 FFE .1FFE375.Ort1�€3�00 LrF 386.00
° O O O 2FFE 38.00 2FFE 384.00 2FFE 385.0pI1 FFE 376.00
° ° °0O O O °°O O 30'ACSA
/
05-0 00000000\ 30'ACSA .EASMENT,1L
I•-
'0
lh
I/0 73�S00- 0 00EASEMENT U.40
FoO WMTYP. FFE 375.I00
SDI000O000000°OO O O O 8" STDWQI; .
3 °
°0°°°0OOG2K5 C NC. LK
00°0°
OOO O O0a�DWOOOf2M
pOO O0000O 6G.V.
0000°° ° OO O O \ AL
000000O O O O B.O.A.
00O
°°°°°O0°
0O00000000B14 C W
O OO°0 72. G 4TC 5+ N Vv
000OOOO S' VI
0p 0 0 0 VD 1_ --WETLAND 0 00000 6 Sw
OOOO MPSTER 0 EPH) I CG 12H PRI
/ BLOCK G 0 00°00 ENCLOS 8w
0000 45 T �7YS
O 0 0 0 x\ 1 3TC SS VV
O$ 0 S 372CG-6,00 2370.90TC
-- - STA16.98.00-BOC 3 WA 1X 370ENDCATTAIL,_ URT s8 x LOT G-25 TYP. 4V-37
WALL N x �
SLATERAL, TY
FFf�7 00 LOT G-26 3720
DRAINAGE P��O BFFE 360I -
AMENITY LOT
OT \0G -\27MOULARO -E MENT, TYP.LINEAR PA�
D� I FfFE6.00
- RETAINING W&L, STD. HR-1 BFFE 367.00 V I \
(PRIVATE) .4 MAX HT) T STD. MODULAR BLO x BFFE 367.00/ FFE 3760.00
° O OO 0 O - - BFFE 367.0�O0 0
o°O°-0O0O \3 oS0
�E00O. 0-OK901 o\ o2F90RETAINING WALL 2,LOT G
0000c6 MAHT) 91
F o
6v3o6°4
:LOT
O G-30I
"
*
36.00 BFFE 365. O o0 SWM/BMP �
pvI
LOT
G
0-
I 1
O 00 0FOREST/OPEN 36e.00 FEE3740/
/OAO�I 9
o3FE 365.1 3A
o.20CI
S
/ *
j E0
SPACE EASEMENT 0 FFE 37.0O0
0
STREAM TURN-ARO
AREA W/ N�® G
O SIGNS OOOWETLAN0 x
P 0 0 0 o°)00
o�o/�\ 00000
o°q \ 0°000° OOCOUO
000uOO- GOO OOoo°
°°0Oo°00 000
°0°°°000000
a ° ° 0 O0 9 0000°°O°00oo000°o0°C°00000000001 T 00000020'DRAINAGE@
°O0000pO0000PJo00000000 °000O000°On Oooo0o
OG 000OCEAsE"00 0oOOG000 °O0000a0000OO00000000
000°O0000°°°0000
00 00oOoouuo oo000o- )"0o0oo°00Q°000a0000OOO
O000000o GO°°00o0°ooG
0000o0O°O0000 0 0 0 �
0 0 Q0� 0 0 (D 00
o O 0 0Co OOoo0o0oO�00000�0 ?d
-
C
%
000 O b°ooOOOo0000o0 °°0c 0a o 00� 0'6° 000001
O 000 0 tllO q0 0O00000u/1
p
°O000o o°o0o�00 0 0 0d0 O00o000°00o°oo4OOo�
0
°
00Yoo0000_0OO° OOO°°OO6O
000o O0000000Oo0oo
°000°°°0000 oo° 000O o0 O00°C0°0000 0OOoo
0000p00 0o00OOOOOoo0O00
000000000
°00000000000000000000000000
0000a0000a0°00
000°00000000000�
Lij
0000 00GM°
3ja B OC2/ /
j
BL04K E
M AMA
Irv-
VV
ly
\\ /
/ VV l l a
VV
)
AT I�LI -SEES E 4
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
\�1H oF.�,�c2
U /-7
Alan G. Franklin
70 Lic. No. 35326 W
O 2;
FSIS O N A L
W
2 w
V ( L
Q 7
IL Z Q
U) J
oJ� �
m J_
N Z
W � �
< Q U 0ZS
= z LLJ (V
r�
a_J
L.L z Q
O
LL Q LLJ
Z co (�
J
^J �
a_
0L
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
09/02/21 - BRIDGENVALL COMMENTS
SHEET
OF 75
` / \ /\ \ / /
/ -- o
MAT HL NE - EE H T 28 '%� , Ni
� V LOT I-36 /1 1 1 /
.,� 7 _
// a,5o4SF�// / '--__iDOT STD.- I
W 0 10, 20' 100, 200' �� // i nN \ \ \ \ 1 �_ - - y� U
W NOTE: \
= REFERENCE APPRO ED WPO 201 -00017 FOR ROSION &
WSEDIMENT CONTROL PLAN, STORMWATER MAf�IAGEMENT FLAN,
LU \ I
AND STREAM BUFFER MITIGATIOPLAN. 00 DRAINAGE
U7 G �i ♦ �/ / / / EASEMENT, TYP.
LOT 1-43 fys, / / / (PUBLIC)LU
SINGLE FAMILY DETAC ED / S ACS W - - l MI 7 622 $F
TMP 79D-15 6 ` 0 ,436 LOT 1-35
SF \ 1 '--
z J
R Cy NR�D� RESIDENCE W/ 2 CAR G RAG D
RESIDENTIAL, 2 APRON SPACES, TYP. �� / S / 14 ACSA /
D8. 36Z5, P. 175 i �� EASEME -STA. 16+43.4 TTERFIELD LANE
2'
1"TYP OPPE / BEND 4 MEANDER WAY
- - _
WER SE CE, �' - Z1 _
/ 5 8" WATER M - - _ - 360.
I I I I METER WM , P. § _ �-
I p HC_-RAMP'T�P�
4" PVC SAT. / f ''
I i LATERAL, TYP.
,;
� LOT I-47 � ;; v � � ,c oNc. W w� co
/ 7,404 SF s - - M _ Sp -
\ PAI NTTRLrI N�' M6
soon I I I I SWM/BMP \ / 2 AT END OF _�- S
NOTE: I FOREST/OPEN \ \ / M i -` W _
/ PRIVAT ROADS/AL EYS SHALL E DEDI ATED T AND ( SPACE EASEMENT / /\ / KING ZONE (29(� /Vi q _ NP> S
MAINTAINED BY THE�HOA. NO PUBLIC AGENCY, I�CLUDINC¢ VDOT I I I .'g
f D 40,
OR HE COUNTY OF ALBEMARL WILL B RESPO SIBLE F R 4 L
MAINTAINING THE Fj IVATE RO�S/ALLEYS. / / / / �� PUB �� �/ Al . �S� �Q
i 8" 6' TEE
/ / A 2$MPH M (2) - " G.V.
/SWM/BMP / / / I I I \ \/ W M 1 - " G.V.
SD
FOREST/OPEN / � / I I I 1 = STREAM \ � � � � \ \ '� •, 20 + 2M
✓ SPACE EASENT
�X BLOCK C / / 8 T 1 SF / �� \ - _ _ TREET
TOWNHOUSES / SHARED / / / _ CONC, VV <N WM NAME SIGN 1
PARKING IN C NGREGATE �„ / / l ALK � P TSTRIPINGAT OF '_s'
L6T W/ EASEMENT �MENI _ �� �� \ PARKI R ZONE � Q
SPAC I I BLOCK I / �� -7 STOP co
1 �' /I �IGN \ A
6 6' X TEE
_ A / 6 G.V.
� �- / �� � FHA #S1
LOT I-46 =
ASEMENT, TYP. \ \� \ 8,722 SF / ' t
/ / S + - (PRIVATE) \ / \ " �2 /
374.00 - � \ 3 _ /+ X I - \ \ \ \ \ \ \ II \ I 2M4
/ /° 372�00 _ _ V / / LOT 14� /I �� o
SD
I
371.0o j _ _ - \ \ \ \ y� l 7,577 SIF ' / N _ 2S -
��l ,?T
900 SF i / I / 36 0 ' + I \ SWM/BMP \ / \ - \ �/ II
p II LO J�8
FFE 374.O�ITT G-17 / 5/8" WATER / 1 � ; ° � r � FOREST/OPEN \ \ / � � � /I I '#
r
1,900 SF / LOT G-18 (WM), TYP. I C SPACE EASEMENT 3 SF
/ FFE 373.00 2,991 SF� 1" TYPE K CQPPER/ I ;36 00"/ 6¢ OfT� / L2 X \ 4" PVC SAN.
/ I FFE 372.00 • 1 / • / \ SWM/BMP FACILITY \ /� II
/ WATER SE VIC TYP. / / - LATERAL, TYP. f
LOT G-19 365 a6 l �' 2L \ \ \ MAINTENANCE / `�
EASEMENT �L +
/ 2,991 SF LOT G-20 / I 1 64. 0. X \ (PRIVATE) O FFE 371.00 1,900 SF
/ FFE 370.00 / _ � \ - - � � / O '
2.QQ_ 71.00 /I / / 1 900 SF I / / / - _
/ FFE 369.00 V LOT( / / " / J
/ YYOT STD. FG-6 111 1,900 SF I \ \ �- _ . / o "i N
D "� 7 DRY GUTTER), / / FEE 368.00 L 00 SF / / X WALL F S ,/ 0 J I OT ST w - -
I�I
/ I l LOT G-24 <r M I L \ _
9.00 4" PVC S E 367.00 c� \ MULAR BL CK 1 CG-6, TYP
/ 7 900 SF OT G-42 \AMENITY RE AINING W LL W a
/ LATERA TYP. FE 366.00 2,660 -4 X SPACE MAXM/BMP \ 5 +
/ 2K3 3 0 0' ACSA I FE 365.00 \ (10''"'� HT) REST/OPEN S- 8„
.00 EASEMENT / / / I 1 \ \ \ S CE EASF`MENT I _ ACSq S.S.
TYP. I \ 1 \ m I J 1
DW 8 p / JACK D BORE SAN. EA ACSA
_ /
65.00 \ SEWER NDER '
'�' I EXPANDED II � II EASEMENT, \ � �
DW BMP G3 STRE M VDOT R.O.W. � I TYP. � /
0 66.01 confQ. AL /•: / o B10-FILTER \ _
MAIR
SD
( I
K2 � \ VA�� �,� SS 16"I STEEL ENCASING�IPE FOR ET PARKING � � � 1 SS
s�
\/VAiVA/\/ /j �\ 8' WATERLINE ARCH B1DG II N� i
AiVAA Bs
�� / i 8 TEE V/j\///�>r \ @(
� CROSSING AS REQ. BY VDOT II \ REQUIRED FOR PARK
3 7.88T l / X\/VA \ ` A / // (#P) (5) 20'DRAIN R,
LOT I-1 �' '\ LOT 1-2 / (PRIVATE)
1� 3 .98TC S �T /� � 1 +0p � l I �62. //VA///�� 2 F ( )
3s .2oTpR MPH/ R „gCSqcsR'8 6 S v6,825 SF �� ��
r o _ I 7
l S W L'. 'Iy, 3 0 450 \ / �� �wi\ AS MENT, TY 1 \ \ h� i
it
00 .,• O B10 � � <�� ��.� L 1 i� �� \ LOT I-3 �� O
T 1+ + 10 s \ I _I / �- v 7,850 SF � ° 1 cSA
2J
�,/• _ 1 � 115q STD 7 W \ \ \ S � / \ � / � �� M
_ r / S I- _j 'h II STA. 18 3.49 BUTTERFIEL LANE = TYP. Lu
ST 88.87�
WM� / \ _
-- 0 -L VJZT STD. 1.49T S ` ...� S, AC�S.�I \\ \ \ \ \ / � � / / " A. Y�+ LAZY LANE
O T_
5 M #
:-.•. ..
369.00 CG6;TYPWk 3� 2M3 LLL.I
LOT G-33* I 00_ DW C w L / / NPR • SS \ \\ + \ J l _ J I 1 ' U)
o;
QNC
1,900 SF I 9 611 � � .' � \ <Np> STOP � PEED D I
FFE 371.00 '�- / BMP ACCE S \ \\ ' v
BFFE 362.0Q 36 6 00 -� 1 IGN
- - + � • � r � i � „ IT SIG W - , , � �A Gt Z
\
-\ s DOT STD. VD T STD. CG-1 AINTST IPING =
L099G SF* / - i_ / a . Af y \ 6 74 M 2�2 5° WM' V
rVMtvl ''• D 9 HC RAMP, TYP AT STAR OF '
64. 2J41
1 cP �� / 1 BEND 2 \ \\ 22.5 4
FFE 1.00 LOTG-35 I M +00 I- A V BE 16+0�1 NC PARKIN ZON V
H
BFFE 3 .0 2,991 SF I LOT G 37 / 363. VA \ CO w `.� / U Q
/ LOT C 1- 1,900 SF
\ FFE 369.00 1 300 SF FFE 368.00 / / 2 3 1 361.28 a i \ \\ \\ \ f s M WM o ALK O Q
/ v BFFE 360.00 FFE 369.00 BFFE 359.00 3 0�� \ VA AA (690 M� - WM �TREET
BFFE 360.00 LOT G-38 / 6g6 \ AD SPEED M S \ 0�, E SIG
1,900 -3 LOT G-39 20' DRAINAGE \ v p M LIMIT SIGN -
361•.° 0 I 1,900 SF / / EASEMENT, TYP \ STOP I s \ \\ VDOT \ - - - M \
/ FFE 367.00 FFE 365. 0 PRIVATE SIGN �NP� \ \\ TD. HR\1\ S; - 15+0p pt jNP O Q \
I BFFE 358.00 LOT G-40 ( ) I o. \ T- A A W. O �? \
1,900 SF LOT G-41 Qv o I \ __.� - i- L. X' 2N2 + U
/ 2,660 SF / /VDOT STD. iA - Q _
I FFE 0 SF �� o , \ \ \ <N �`' M I O -
35 .00 •: Y 8' X 8' TE ^'
FFE 363.00 HC-RAMP, TYP \ VA \ Rq VC II
/ / / yG• (3) _ 8, \ \\ \ (PU C1� Lq �� M
d 360: I I y 2J BUC. 25MPH I� 8" X 6' TEE 1 M <
X -386. 0 / X NP 2S5
X (i4.00 I l :. .• I / � * °: • x� � \
20' 363t00 +o FHA r�X� 2 (-
M1 �"X8 TEE
8 Ai
CSAEASEMENT, TYP.
DRAINAGE
(PRIVATE) IN ST S 3) - 8,G.V.
,
_ a
r
N 1 ,o _
i
Do \%\\\/i BMP G2 \ // / + WALL
00 0 //V� (BIO-FILTER, 1 Al vI VA%VAA VA �X� / 2 1< R BL K S_-
�.�00000\%\\\/\\//\/////\//\\/\ V TSTD. / �y RETAINI WALL „.;; T
U) O O O O O 00 \\ \\/\// 6, TYP - �i % I 12 MAX HT) 8
LLJ i Oi O O 00 O O O /\/\\//\\� \\�/\\\//\\\ \\ X / - O STREE A NG I \ S. S �� _ D 2
- o;, J
STA. 10+00.00 CATTAIL COURT - ,
STA. 17+59.80 LAZ BRANCH LAN
LLI O O C1�0 O R IRED FOR P R�d S _
CO O O O O X ,';a VDO ST
O O 9 / * ///AA//AA%VAA/VA��` E�PANDED ,; .. (# (8 �F CG-9 T P 2M2 ��n° S S
i1J�o 0 owe x \/ / /\ \' A TITv L
z,�O�} A / ��VAAVA/V/i/, �� \ Br
O Cl� ��EA9$O O O 00 X �.• / /\/\/� V�OT R.O W. /�� SPA E II ACS S 8�
i 6„
�� 00000 0 0 0 0 0 OOOOOOO O O O r`, AME PACE V// /A� ����� % 5l8" WATER A S.
AR RK I - 2J1 ��/AA/VAA �� %A�%VAA/� ( ),
i�/ /�A % BMP G�1 / / /V ALL MODU BLOCK METER WM TYP.
U O O O O o O O O O O O O O - A� BIO-AIL ER ,iA/VA \; IN �- D AND M I TAINE / A M I
O O O O O O 56- +/�� \/ �' TAIJ IN WALLS, TO BE 1 /�
V 10' SECTION OF ( A/A/VA 4�PVC
o0000 90000000 0o Q 'LOT
� � a �� VDOT STD CG-7 W/ /� /\/ // ; � LATERAL, TYP.
00000000000000p0000000 \ �y / AA AA VA \ B THEHOA
TRANSITIONS /�j /�` % /\ \
0 0 0 0 0 0 0 0 0 0 °0 0 0 BMP ACC s ccEss ���/i�� VAA/\�/�Ai. 6,856 SF LO� J-35
O O O O O O 00 O O O O 00 O O O O ,1 , j\//A/VA/VAAi� CONTECH RIDGE\COR SINGLE RADIUS 1
0000000000 0 ///\ \ CONCRETE
_
O O O O O O O O O O O y/ \/VA//V////A//A/VAA/VA//\/�A� SSTEEL A qH SPAN TRIP F NGS, O N CONCR V 6 85�SF �� \ LOT J
o VA \\/ ////A/VA VAS\� i 1" TYPE K OPPER
O O O O PANDE o �; VDOT \ VA VA \/ / //A/V`� EQUAL I�
/ O O O O � .W- -- �i S /\/\\ \\/\/ / \ ` / WATER SERVICE, TYFII " 6,856 S /
O O O VDO _ R-1 /\/\ jAA (2ODU SP N X K H ID/ X 90' _3"L) I 11
O O � /\/ MODULA LOCKH DNVI,NG WALLS, � \ � �
-WETLAND SWM/BMP FACILITY -1 7
MAINTENANCE / VD TYP. / I \ _ _ "/ ' 28' DRAINAGIE " " LOT J-37
EASEMENT STD L f 5y6 / v
/ WALL H X X � `' \ � � \ � � I � (PUBLIC) EASEMENT, �P / 6,856 SF I
STREAM 0DULAR BLOCK I _
/ / fVIp \ XPAND / ' " BLOCK'J \ 1 \II I
6EMAXIHT) WALL 2 / \ X X / STREAM ;' \ \ III I III
i 1 SWM/BMP FACILITY L
I
-- / O.W. X + 356
MAINTENANCE
- A p 96.13 SWM/BMP\ EASEMENT
/ 3 FOREST/OPEN \
_ Z 6 TOWNHOUSES W/ \ \ \ SPACE EASEMENT / ' SWM/BMP (P
1 CAR GARAGE & \ SWM/BMP \ 2 1 �FOREST/O
WPO STREAM PEN \ X \ SvvivJEIN� _
\
KING APRON X - - ' SPACE EASEMENT` I -FOREST/OPETq
PACE EASEME J� FOREST/OPEN I \ _ - BUFFER X
\ / SPACE EASEMENT
\ MODULAR BLOCK - - \ ' \ X 34
\ X RETAINING WALL \ \
3 _ (6- MAX HT) PRECAST CONCRETE BOX CULVERT _
\ \ _ WITH MODULAR BLOCK HEADMING SWM/ MP FACILITY ' \ \ X
WALLS MAINTENANCE SWM/BMP
WETLAND FACILITY
LOT F-7 6 T6.33 X k \ j Q (8' SPAN X 4' RISE X 75' L) EASEMENT MAINTENANCE +
71 SF LOT F- � .. 361.83 ° �, �'� / � � O O O O O � INV. IN 349.00 (PUBLIC ' EASEMENT \
X
F 364.00 1,640 SF 3 O
FFE 363.50 LOT F-9 3 1. \ J Q ` O O O 0 O O O O INV. OUT 348.00 COMMUNITY PAR (PUBLIC) \ SD + X
o- 1 PAINTSTRIPINGO O O O AMENITY 2M1
1,�40 SF LOT F-10* U TO BE DEDICATED TO THE COUNTY OF AL EMARLE ' \ ' \
FFE 363.00 1,640 SF LOT F-11 }3 Q AT END OF O O SPACE
/ 1,640 SF / m PARKING ZONE O STREAM FOR PUBLIC USE AS A PUBLIC PARK
\ FFE362.50 FFE362.50 \ 0 0 MATCHLINE - SEE SHEET 34
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
LT H OF
U /y
Alan G. Franklin
70 Lic. No. 35326 W
O 4
FSS,/.ONAL
W
2 w
(DQ z
ILL Z Q
U)Q J
0
J >
m J_
N Z
W D �
U) U 06
= Z W (r�V
a_ J
Z QC
O< ILL G
> Z m (D
J
J Q
a_
Q
0L
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
09/02/21 - BRIDGEMALL COMMENTS
SHEET
OF 75
C PP
E I
TE I _
(W
LOT 1-10 / STREAM— V T—
/
5,767 SF /I EXPANDED S HR-1
f I VDOT R.O.W.
INGLE FAMILY DETACHED
RESIDENCE W/ 2 CAR GARAGE Aj/\
_ 2 APRON SPACES, TYP.
/ I WALL C
ARK G E,, I — MODULAR BLOCK
-RE LOCKING / / _ _ RETAINING ,LAI
LOT 1-9 II I
� ON -STREET PARKI
5.767 SF / u / RFOI11RFn FOR P
SWM/BMP
J
— FOREST/OPENSPACE EASEMENT
/
� I _ *ALL MODULAR BLOCM / I
QQ
q 6 ON -STREET ARKIN�I INSPECTEDRETAINING ANDS T9 BE
W REQUIRED OR PAR
ED
Q ( LOT)1-8 I BY THE HOA �
— J 5,767 SIF
1 CO
co _ V _ --- I I /10' SECTION OF I
I ..
VDOT STD CG-7 W/
/ TRANSITIONS I
o /B 12 ACCESS
S�M/B P FACILITY
MAINT ANCE I /
RASE ENT I
(PUBLI )
5,767 01SF � � I � >,
AMENITY / I
SPACE
i
- LA
i
_ \ \ EASEMENT, TYP.I /
7 (PRIVATE) ATE) I -SEE SHEET 29
\ w \
4 PVC SAN. � � \ A \ \12�_29' �100'
LAT�L, TYP.
I W ENI
LOT 1-70
5,952 SIF / v / PAC \
REFERENCE A)RROVED WPO 20 -00 7 F R EROSION &
U - ,O a 5 „ \ \ \ II / \ \ \ \ \ \ SEDIMENT CONTROL -PLAN, S RM AT MANAG>� T PLAN,
AND STREAM BUFFER MI 10 �A
\ II
03
`o LOT 1 co
\ ' 5,952 SIF I
r ti SEMENT.
Z TYP.
�U5 X 2 6
7.75 / �r / / RESIDENCE W/ 2 CAR GA GE AND /
/ / /
2 APRON SPACES, TYP.
20' DRAINAGE/ / / /
I 4 / /EASEMEN(PRIVA d)T, TYP.
+ TT C
1.25° I
�DO TD. � LOT I-721 � � � � / � � / — — J
S G-9 , TP _
y 2U34 I \ � I 6,541 Z \\ \
Z vvi
SD
/ \ /
LOT 1,73`
LOT 16 / /� _ 1 t25° �\ 5,237 SIF / \1
�5,767 SF _ / / �� A END
/ DOT \ \
+
2V1 \vI � �-`�� 2U2 � PA1iJTSTRIPING � � �
1 \\ 1\\ o F ATTEND OF \ \ -- -- TMP 8O-55B
/ TD. HR r, PArKING ZOO/I DARRELL\\
� ULLERY
\ + I // \ RESIDENTIAL / / / / / Z
I \ EXPAN ED / \�1
v /
' VDOT W. \ / �� \ \ D8. 2478, P/535
/
BMP �LOT I-74�
LOT 1-5 L///V (B10-FIL ER) x �I
��i�i/� v �� 5,228 SF
— — / 5,767 SF I M 1 i�A�j/�A� WALL D 1 0 Z
PRECAST CONOETE OX CULVERT Ii 1�A�A MODULAR BLOCK�� \ 6 O�
WITH MODU I 1 IG WALL
I �pN WALLS (6MAX T)
REIAIN/
SD
(4' SPAN 4'RISE X 8' L) I �A/�/ j, 2U1' n
4 I /V� V� V' � V IMI�GN / STA. 16+44.57MOSSY-ROCKRD=
IJJ INV. IN 3 2.50 /�///j\/V�/XA.� \ STA. 10+00.00 LAZY BRANCH LN
_ ��/����/X/ Vim, + V '< A 'o '
341.50 �MTZ
fA� I j�A%�\ \ \ �� / X �
Z
I /
X + ��� I I �\
LU
M � _, ,� \ 5,214
_ I _
A '
�� BMP 13 x o,�„
° \ y ( B10-FILTER) 'I I O \ v
_I LOT 1- III + V I ��� ( \
er 7,631 SF �� A A L l l \ \ \ I�
10' ALL
MAI TENANCE
_ ACC SS EASEMEN
r, I
I
CONC. We r
M
734p0 M------------------
EXPANDED
OT R.O.W.
WM
S O C WA
S
S
I
+
0
/
1741 1
II 4OT J-38 I x
/ 6,857 SIF I X
I I I II 32' DRAINAGE
I I III (�B C)NT, I III I I
D
,NI PO STREAM II� I 2S2
' JFF
/ WM/BMP FACILITY
MAINTENANCE
EASEMEN
/ SWM/BM '
FORESTPPEN /
IDAkCE EASEMENT 6' ASPHAL
/ TRAIL
x
X I '
r
EXPA DED A SS
\ VDOT .O.W. + V /
� �R T3
I 8' 8' TEE � O'
/VDOT (2) " G.V. j — Z
STD. H6-1 / 8" X' ED. J, gx 0 V / x
V A 0 2T1 x 6" G.V. /
—70— — / / /
14 ACSA 5,223 /
ASEMENT, /
STREET \ YP.
NAME SIGN \ /
8„ X 6' TEE
/ STOP 6" G.V.; 8" G.V. o,
-
\ 2T2 � � m�� A � SIGN \FHA #X1
/ TMP 80-55 � /
N
� 1k0
PNG P so X _ — - / GERALD/ /
---
HUGHES
� '
+ "� � \ LOT J-56RESIDENTIAL
/
5,214 SF �� / - /
BENDS ov �� D8. 739, P. 579 /
X /
VDOT STD. CG-1 �— \ � � � /
�-RAMP, TYP
- JSPEE
IMIT SIGN
AEND OF �
ZONE
PARKING
1 'WALL MAINTENANC "�n WATER SERVICE TYP.
LESS EASEMENT 5I \ O
L 9 20 + ` �� 0 (P. LOT J-55*
SS �� 7,3 1 SF 2 - f ° v ),187 SF �
V A R /
B \ N-STREET PARKING � � c 5/8" WAT
\
VD A SQUIRED FOR RK / A METER
)
SS ST 7A S TYP.
\ ( �/ \ ��o ��
B5 \ TW = 358.00 CSA �
/
BW =VARIES � �QSEMpff -7, TYP. � � � < ` ;A
S P YP
MR ST/OPEN \ 2W5 \ / 4" PVC SAN.//
\ \ SPACE EASEMEN \� \ // / I LATERAL, T1 P.
JACK AN BORE SAN. N \ ' 4" PVC SAN. \ \ > \A / /
\ SEWER DER LATERA , TYP. � LOT J-54*
SPAN OF STREAM LO� -40 5,178 SF x / / / / � I
STREAM 6' ASPHALT, O ,
\
�TRAIL 6,102 via
STREAM II P RK \\ /� 4 /
/TO E D ICAICED T E COUNTY' F ALB ARL ` \ ✓ / \ \ I
, \ � � � \ N / / NOTE: / / / /
FORS SE S A PUBLI PARK \ \ /i / / / R FERENC APPROVE
0 201 00017 FOR EROSION /
l�qA �y
I \ \ / \ \ \ LOT,Y53* / \\ SND STREAM BUFFER MITIGATO PWPyTER MAANAGEMENT PLAN, /
I ` MATCHLIN . - S E S ET 5� �\ \- / 5, 9 SF 9 ' lldd`` l l
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
1111111
PLT H OF
VO / -7
Alan G. Franklin
70 Lic. No. 35326 W
0 2;
FSIS /.O N A L F �V
W
2 w
V (D Q 7
IL Z LQ
(n Q J
0J>
J >
N Z
W � �
U) Q U 06
= Z W (r�V
a_
L.1_Z
J Q Z
O
LL Q W
Z > co
J (D
J Q
W
Q
0.
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
09/02/21 - BRIDGE/WALL COMMENTS
SHEET
OF 75
31 2,471 SF L / l I I \ III I N q
�TC I E - SEE EE CO TES CaNv rEX0 MATCHLINE - SEE SHEET 32
I FFE 364.00 1,640 S / \ / MH T URB EX. 30" MH TO
/ CSA S FFE 363.5 OT F-9 INLET HDPE INLET 20' DRAINAGE
I
Riven 1 1 0 SF 1�640 SF 1 LOT F 11 /LOT F-12 � Y A AMENITY EASEMENT,
363.0 F 363.00 1,640 SF 2,745 SF E% 24' _
FFE 362.50 FFE 362.50 /FFE 362.00 HDP Q + SPACE TYP.
FOREBAY
I 362 561 /L, r' A 10.5' ACS
�
0 ASEME T, TYP. /x Z X \ STREAIv� 0'0
VV
6 G��
� g k �- ,� Al
. . Q IT SI `
FHA #X3
w
ON -`STREET PARKIN
W CO
� s LAGE _ NC. by� � REQUIRED FOR PARK
t)p
_ ;
R �
1 (NLIC.' Ug A' `K _ 3 �PAINTSTRIPING _ �/� A _�
25 MPNI 1 W 8 A w L',� ��fP 3 3 \ AT START OF
- _
W l k PA I ZONE \( j
359.96 EET� - �,,,
C '
EX. 24" NAME SIGN ACSA SS MH \ A o 0 0 0
W I RivannaVil-1-14 HDPE I 2 04 0 w
M
I 8"XS T \ \
CONVERT EX. 8'TE O _ )
8G - \V'7 / / o Lp
l
I o 3 " �s IC
MH TO CURB / }
® \ \ n�
INLET A4 � N \ I Q 38 � � \ � � \� W
F TI TO PHASE 1 Q3 \ V�\ / / / / / A LLI
11 A4 \ V A �7��
WATERLINE AT 8"
DIP STUB QNC. W � ?� V - V A �_ °r I A BMP
ALK o 60.7
\ \ 6 TOWNHOUSES W/ _360. I \ \ \ \ \ / / / / \ ` \ \ \ (POND) \ W
\ \ 1 CAR GARAGE & STOP \
# 1 PARKING APRON \ SIGN 36 .93 36 /19 �_ _ _ _ - _ _ _ _ �\ I �� \
GUEST PARKING ONBRANCH \ � � 3 STA. 20+gg.66 LAZY LANE
11 \ \SEDGEWICK LANE �\ I Zl (. CO 7A. 24+31.33 VILLAGE PARKAVE
\ \ \ I I
ST . CG-12 \
I \ (\REQ. FOR BLOCK F) HC(T MP
V \
STREET PARKING .• � \ � \
#F �# 1, ?'I
�s OMREQ%IRED FOR PARK 1� V �� A
11 \ \ VDOT T I (#P)
ON-STR T PARKING \ CG 6'
REQUIRED OR BLOCK,D /
--
(#D) (2) V
5.
I / A 0/
N _ 12 / CO SEM
\ -1
/362.
6 .3
_ \ _ IGN TYP.
BLOCK D A 8" 6" TEE / �
I (2) 8" G.V. o TER
AREA REStVED FOR 6!�Q. . p Q I I \
'�E NANSIDENTIAL/MIXED USE DEVELOPMENT 6" ST�Rr- 362;88
\ *20,000 S�WIN.)
6
362.84
363.01 PAR G/t0 I'NO `. • ,. • • . ° I / l � p
CSA SS 63 36 2 N T P' e K
(� \ \ 1 S ivann2Vil-1-13 I TO BED COMMUNITYIoouNPARK
OF V C
ADD S.S. TUB
• � � 1 OUT TO BOCK L �tE OOM ° ... , , ° , . I FOR PUBLIC USE AS A PUBLIC PARK
S,- a
�r
8" PVC @ 4°/u 363.88 SEE SHEET 69 I l dU a a a
363.71 8 I P I / a O O O\O a
1 ,- _ • n. • I I / a o
36 88
I 363.
GREENI I SWM/BMP a a
I ON -STREET PARKING + •••LLL / FOREST/OPEN a p li
REQUIR
(24 EDI FOR PARK I \ e� I I / \ / SPACE EASEMENT
l' 11
i' I
a
VILLAITO NHOUSE W/ 2 CAR GARAGE i
364. �X. 4". P `C N.
I � a I I /
AND 2 APRON SPACES, TYP. LATE
l0 364/2 •� '•":�' ; ° ,. / / / / I a
(GUEST P RKING PROVIDED ON LOT) I
64.6 / / WPO STREAM
rTIE TO PHASE 1 13 5 I .. I BUFFER a O a
WATERLINE AT
�'
L
DIP STUB
M
I 1\
I
8 X 6TEE 8" X8 T
� a I I
6" G.V. I (3) �G. ^ � � i A
\FHA #Z1 GN,
VD TD. CG-12 AMENITY
/__ MP, TYP v CO C FLUSH / SPACE \
.'4+ S REET 36 .17 / / W/ SIDEWALK, P M / I TLAND ' / WM BMP FACILITY
\ oa _ OQvg:,A-wCO AME SIGN x� _ r I / 6 l / / '/ M INTENANCE
'- NC• K _ T I' M I I O EA EMENT
I �.7% � � i � 36559 3 U I 6 ,>.. >, .•e• / / / I OOOO \ � l
I' I
365. _ -i /OOOOOO 0O
(PUBLIC, ` �� W 25+0p 365. 1 Q 365. 3 .86xm / I / O O O O 00 �O 000 O
+ 25M H) �! bV 365.65 co
f\' O O O �0 0� 00 /
� i 000 0
I 0 1000 \ /
6 ` / 362 / / M 00 0
cl) ON -STREET PA KING I I / O 0 /
REQUIRED FOI PARK / / / / 0 \
I (#P) (3)
C. WALK
i
o
STOP
SIGN _
Q
/ EXTEND EX. 4" � •> / U ➢ /I +
/ N / PVC SAN. LATERAL PE D QI SWM/BMPI
I I LfMIG I'f SWM `O _ X FOREST/OPEN
SPACE EASEMENT X /
- _ I � -
LOT H-1 � 3 - D / 2 RP E
I / / 367.83 5,FE094 SF J' ci / 7C _
F368.50 0 u / I / \> SPAN OF
/
/ /, -
� I � \ MP � � STREAM
67.50 S _ TA. 23+79.66 LAZY RANCH LANE _/ /
X REST/OPEN
��o l / Y I , I/ STA. 25+74.92 STEA ER DR \ /
/ _ � + i / / SPACE SWM/B�At' FACILITY NOTE:
/ \ Y 367.83 1" TYPE K COPPER I I / I EASEMENT MAIf�TENANCE / / / U ASPHALT \
WATER SERVICE, TYP p / EASEMENT REFERENCE APPROVED WPO 2018-00017 FOR EROSION & /
z 5/8" WATERMETER (Wfvf), TYP. Z EDIMENT CONTROL PLAN, STORMWATER MANAGEMENT PLAN, J TRAIIC
/67.50 / O O / I / X AND STREAM BUFFER MITIGATIQ�1 PLAN.
LO fi H-2� ARRY
366 ' /
/FF6OE 350 / I / / / \ OND
/
� 1
I / -
ADD 4" PVC SAN. / � I � ETLAND
LATERAL co
,366.83 - I / / / I / X
00000
0 0 OO000
I BLOC H / 36 + / ON -STREET PARKING // X O O O 0 O O O O O O O O O O O O O O /
O i
/ / N + // REQUIRED FOR 00
d 0000
/ LOT H-3 (#P) (8) �0 0 �°o
( r : r
/ I OOo
/ 4,000 SF _ _ _ PAINTSTRIPWG 0000 0 u
FFE 367.50#p AT STA OF / I O O O 0 1
EXTEND EX. 4" .'�� �T O� 0
X / PVC SAN. LATERAL Wt� L PA�KING ZONE
/ / / FOREST/OPEN \ \
'-_
v CG YP ' - ,y� I / �" SPACE EASEMENT
365.83 SWM/BMP / a/ � KMP H1
FORESTIOPEPY V O STD. + �� / - / �� >c
SPACE EASEMENT 65.50 / � � 'TYP
X � 10-FILTER
LOT H4 PC, / � �fv1P ESS X STREAM 4,624 SF y.77
/ FFE 366.50
10' SFeTION O Z / \
/ TRPOT STD CGANSITIONS 7 W WM 2F /\ i" / / / / i / / DOG PAR
IK y \ ��
X J ivS nAVil-1- _
X F3 - 20' D AGE / 0 0
0 0�00
X. BMP ACCESS A ME / O O 0 0
saw
MATCHLINE - SEE SHEEN- 36 + - ---- � 1 00
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
0+0 H OF t/��c
Alan G. Franklin
70 Lic. No. 35326 W
O 2;
FSS,/ONAL
W
w
V (D Q 7
IL Z Q
(n Q J
0J>
J >
m J_
N Z
W � D
� Q U 06
Z I_I_I (V
r�
a_J
Z
Q z
O � QILLQ w
Z m (�
> J
/J �
a_
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
09/02/21 - BRIDGEMALL COMMENTS
SHEET
OF 75
�
X
�
SID
y,,5
FOREBAY
U) o \ \
' 11 1
z BMP 11 I III I I I
J (POND) 1 1 1
1
75
..........
LOT J-41
\ \ �
_ s
SWM/BMPFACILI Y T2
6,102 SF
MAINTENANCE PVC SAN. 4-7P1)NT L�AT\AL, TYP. v
(PUBLIC) i
�
N ' / NOTE: 0 0' 20' 100'
/ A 14' ACSA /
SEDIMENT CONTROL PLAN, STO 200'
N,
EASEM T, REFERENCE APPROVED PO 2018-00017 F R EROSION & �
/ AT START O \ W 20 DRAINAGE X AND STREAM BUFFER MI�IGATIO MWATE MANAGEMENT PLAN,
V / / PAINTSTRI IN G D N \ / EASEMENT. YP. N PLAN.
PARKING ZO > 1 nN X I I I I
' ENITY \ i�
PACE ENITY
BM CESS O \ SD / SPACE�
SWM/BMP S \ W3- / i
\ FOREST/OPEN \LOT J-42 �� �� TMP 80-55 \
\SPACE EASEMENT 6�02 SF \ / �1 V 4<J.75 GERALD
20'DRAINAE � � HUG ES
Nt1 v �\ RESIDENTIAL
I � / /;%' ��
SEMENT, ' . P. %\ j i , / \ Sri i% I \\ I I \ DB. h9\fD579
\ P LIC) � V VDOT STD. A\ x \
0, / CG-9B, TYP \
WPO STREA \ \ / / " X 6�T€ _z'a i VDOT STD. CG-6, TYP LOT J-52* \ \
BUFFER \ D /�
6„ G.V5,283 SF
. �V �
\ / HA #U3 \ o� \ �. ON -STREET PARKING
LOT J-43 WM #PQ(9) E � oR PA�K
\ \
6,102 SF
v \
INGLE FAMIL DETACHED
\ TRAIL y W I RESIDENCE W/2 CAR GARAGE AND
2 APRON SPACE TYP.A \
4" PVC S�. LATERAL, P.
LOTJ-51*� \\ \ v ism
5,274 SF
\ o \ LOT J-4� \ i A \ \ \ \ i
6,102 SF�
20' ACSA W
\ \ BMP J1 EASEMENT, TYP. Xb /% V
\(WETSWALE)
zXa°-1 LOT J-50\1k
5,264 SF
\ \ ss,. x
\ C T1LOT J-45
\
Y �v
_ 1 \\. \ 345.75
14' PRIVATE \
AS.S. LATERAL
cr�GgPs / Jrkk\ \ \ EASEMENT x }
— N 7 A //��, ,� \ 5 2X5 e \\ LOT J-49�
Q N \ / // - \ 5,255 SF \
20' DRAINAGE
E � a 1 1 \ ,.A B3 /� / T -46
BLOCK J \\ ASEMENT, T {
RIVATE)
1
I k
1
I X \ 20, DRAINAGE D °'=
r \ EASE ME TAP.
7
XS
/ STREAM 1 \ \ A \( % / 1 M
7 /
rr�� pp T�/ p
/ TO BE DEDICATED U N I I t PARK
SWM/BMP %COMMUNITY
p q _
FOREST/OPEN \ COM \ �— WM /
/ TO THE COUNTY OF ALBEMARLE �\\ 00
/ SPACE EASEMENT FOR PUBLIC USE AS A PUBLIC PARK J g G +
\ / /
SWM/BMP FACILITY
MAINTENANCE
/ EASEMENT
1 / Q
PAINTSTRIPING O
i
AT END OF
L T -4 SERVICE WATER �� PARKING ZONE i
+
SWM/BMP FACILITY I I
_ V A 6,6 7 F V A0 PARKING
a MAINTENANCE x
1
/ EASEMENT � STREAM I � - 1
/ 4" VC SAN. IGN (NP) �
\ \ LATERAL, TYP. �+ 22.5° BENDI
5/8" WATER X
METER (WM), TYP. O
\ \ N I
\ 1 1 A �'
/ 8„ X 6" TEE + \ i 8" G.V.
STREAM _ \ \ \ V \V I / i A 6" G.V. X
T
FHA #U4
\ ° 8" G.V.
B2 O J-48 \� _ B.O.A. u,
9 SF �e
'
S REAM \SS / V� \
/ O
%� r� xp \\
A \ X � �� P� STREAM V PARKING
IGN (NP)
/ � MP 2 � � ER
\ / \
6' ASPHALT\ WETL,N ° O O ° ° °
TRAM � \ / � O O O� JO O O O O \ ' I ( SW E) X \ \ ` \ \ 10' SEC N OF X CENTER OF CUL DE SAC
T
00 ° O ° ° ° 00 O O O ° \ I \ VDOTSTD ANSIT ONS 7 W/ mg0 MOSSY ROCK ROAD
/ O /
oopOO \
00O000 0
/ 00000 °OOOo � \
l °00000°
SWM/BMP / / / / I I 0�00°000000� °00000000 / 3g05 \\S \` \ CG6TTYP
FOREST/OPEN / I I O O O O O O YO O 00 O O O O \\ \\ \ ` \ HATCHED AREA RESERVED
SPACE EASEMENT / I / / O O O O O O-
I
O O O \ \ �OR FUTURE RIGHT-OF-WAY
° O° °O°O
O O O O O O � A X� �E IICATION UPON DEMAND
O O � O / / X V S \ X \ rOF COUNTY
00
I
41 +\ SWM/BmP / v
\ ACCESS,
FOREST/OPEN (10'WIDC. @1v1P J01%-\ J7r \
\
\ \OSPACE EASEMENT NITY
� SWM/BMP FACILITY O O / \ \\ \ \ 4 \ \
/ / \ MAINTENANCE I
/ \ EASEMENT 1 0 O 0 ° O \ \ TM o80-55 \ \
°0 0 0 0 0 0 0 \ \ s \ WILLIAW CATON \
(PUBLIC) ° O O O O / \ \
° �O O O O o o / \ x \ \ RESOD TIAL \
_ p000�00000
x/ / \ �`0 °OOOO `
-- -- OOOo
o s D8. 270 , P�49
--- --- � 000 � � °oOOOOo�000000 s � �
B1 \ \ v DB. 171 Z P. 589,
/� / / V % �, ♦ / 00000°Oo0 000 \
� / 0000000u 0000
° OOOV°°°�oo A V v
0
� °000000000000�00000�00 A� \ \ �, v
I 11 / II / / � \ \ 0100 000000000000000�°°°�°oo \ x \ \ � / \ \ \ \ ` 0 \
* / WPOSTRE�M/ `COMMUNITY -PARK I V 0000000000000000�°00p0°°
00000000 000 °O A \ \ V A v �� m v
8(/FFER I 00p00000 00000000 �000�00
I I ` TO BED ORPUBLDICOTHE USEASAOPUBLI PARK
\` 00000°0000000000pO 000� \
II � � \' � K ,, 0000000 00000000000 000 O00 20'ACSA �
000 00001D0A 00�°00 \� EASEMENT, \ V A \
p� O \
0,0 q °O00000 °O Ooo °O O _ _ _ m
WETLAN l ° 0000
6 O 000 O° ° °O O 000 O °° 0°O O �00 O °O �NOO O°O O — \ \ 2
\ C 00S)0000 00000000 00p00000000�0000 / / - AERIAL CROSSING OFSTR `
00 O O O O O O 00000
O O O ° 0 \ EAM AND LOW LAYING \
\°00°04*00000000000°°�00000°0000- 000° Ov000°OO 00 AREA WITH 8'LONGSPAN 1p"DIP SUPPORTED `'
0 00000d o0000000Oo0° 0000000o O000 O000OO
0 0 0 0 O 0 0 0 O� O O� O O O O O O STREAM WITH 18"0 REINFORCED CONCRETE SONOTUBE \
00 °O 00000 0000000 OOOOOOO 000 00 �000000� 0000
00000 000000° 0000000°� 0000000° 0000°O 0000000 0� 00 c� PIERS @1TO:C. WITH ADJUSTABLE STAINLESS
00000°O p0000� 0000000 000000 000000 000000 00 �s STEEL STANCHION SADDLES
000000 OOOOO OOOO 00 0000000 OOOOOOO 000000000 O �Q �� ` \
00 0000 0�00 �0000 00� O 000 000
\ O)000 OOoOo Oo000 O0000 OOoo OOOo 0)°O / \
°O 000000 000000 ooOO\°°° ooa0 ,vOO 00000000 OOOOOO°O ��0
I O°OO 00000000 00000� OOU0000 00 ,00000 0000000 000°OpO O \ \
\ ° o00o O000 Ooa o00 0000 OOOo 0000 \
L11�� \ oOOo000o0000000000000 (o 0oO °00° 00Ooo°OO 0000OO
OO0000 0000 00O °o 000 000000 _
M TCHLINE-SEESH ET37 °� — °OO0000 000\ ,0000000000 00000 000000°
00000 000000 000pO
1 MATCHLINE - EE SH`�
U ASPHT
1 TRAIL \
`1I
I
1 II
I-
i
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
T H OF '�,
Alan G. Franklin
A Lic. No. 35326 w
o c�,
2
ASL o N A L
06
2 w
(D Z
L z
Y J
O J
J
N � Z �
J Lu O
V
Q U 06
= ZW rrnn
J V
Z Z
O
LL Q W
Z % co ry
(D
L.L 0
0L
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
09/02/21 - BRIDGE/WALL COMMENTS
SHEET
OF 75
ACSA MH
Rivan - 1
362 \ / / / EXPANDED
VPOTi'
T . HR-1
i WAL
MODULAR
BLOCK
Doe -
AINING WALL m
00000
000000 �\ / / / T \ °'
DO 00000010 n
00°°O
0000000000 ° /
0000pOO o00
- STREAM
0 0 0 / / / AMEN17 SPACE g
°� O _ BLOCK H /// LINEARP RKW/TRAIL N
0 / - // / ACSA SS MH I
Sa \ \ _ / / / RivannaVil-1-10 / N
\ TIE INTO TANK SG/M/BMP
DISC W/ - // FOREST/OPEN \ / -
`/V 12" X 8' TAPPING -
/ / SPACE EASEMENT
\ SLEEVE & VALVE
g'
-8"X8'T
o
(3) - 8" G. .
v
14
p W
'0
2E
+
MATCHLINE SEE' ET 34 /
O
XPANDO W - / / / / / I WETLAND
PRECAST CONCRETE BOX CULVERT I STREAM 00 /
WITH MODULAR BLOCK HEADIWING / / \ /
WALLS COMMUNITY PARK � / / O
(6' SPAN X 4' RISE X 70' L
M71NI�� INV. IN 349.00 TO BE DEDICATED TO T COUNTY OF ALBE_AARLE / / MAINTESWM/BP FACILITYMAINTENANCE
INV-OUT348.00 FOR PU LLC-USE AS A PUBLI� �EASEMENT MODULAR>BLOCK- - _ LSEE E / / / (PUBLIC) / / / BLOCK J
R-1 RETAINI' WAL V A
\ 1 (10' MAX _ , / \ \ s' ASPHALT DOGPARK /
ALL K AMENITY \ \
SPACE / TRAIL
20'D A /
SEMENT, TYP.
VILLA/TOWNH UO SE-W/ 2 CAR GARAGE
\ \ X AND 2 APRON SPACES, TYP.
ri (GUEST PARKING PROVIDED ION LZT) \ i
\ \ X I
\ X \
ADD 10' TO Ex. 20' ` - BMP J3
ACSA EASEMENT - / - - 8" G V TE ���j�` BIO-FILTER) / X C \
20' ACSA 45" A � •� � '�% -- X / j��%�� V�
EASEMENT i \
8„ /
S \ /6F" G.V.
/7.5'TRAILBEN ww HA X
EASEMEN
�
\
0 BMPJ3ACCESS /
ON LOT/
ASPHALT , �" � i +� �+ V/�: \ 20' DRAINAGE � X
' ti, 2D1
TRAIL ,,� - __ -- + X - % EASEMENT, TYP. 356.83
\ - - (PUBLIC /
22.5° LOT J-33 I 35ss3
BEND 5,198 SF /
EXTEND EX. 4" FFE 357.50
AN. / / 6' ASPHALT
LOT J-32 )))
S \ 3.00 9�. \ \ tv X LAT�RAL / \ \TRAIL \
s
\ EX. 4" PVC % / '�, `�8x i-
S ' p 4 E 305 b0
S SAN. LATERAL 363-00 / �0 SD X - - .
_ S / w 10' SECTIO ���
\ LOT J-1 �,. VDOT STD CG-7 i 356.50 / LOT J- 1 / / 3
\ \ 7,449 SF 62.33 \� IN / \ TRANSITIONS 5 T J- /ON -BYRE RK�NLi- W
FFE 364.00 / \ NA 8 w
\ \ NWR CONO F�357.50 (EPQ(2) FO
�O W / K
\ � � 3� � / EX. 4" PVC - -' -- .` . � ,',-iN ( �` / / / I
\ SAN. LATERAL VDOT k ® 5 / / LLI
\ \ \ \ -o, CG-9B, TYP w W \ 356 0 �/ / / K
\Lbw .12_ _ \ : 355.83 _
5,892 SF - - Ex. a" PVC \ \ r ` - / __ 35s.5o LOT J-30 J
/ SAN-LATZRAL / `, ��
FFE 364.00 / b3 356 f S,q w \ "� �� •. ., � 5,198 SF
FFE 356.50 5/8" WATER H
_ V A 363.33 LOT J-3 \ METER (WM , TYP.
6,164 SF / A 3 / �,y �\ / w / / PVC SA / LOT J-29
- - - 1 ;o: °� / EXTEND EX. 4" /
V A A + �E 363.33 / ACSA SS Mk�59 00 �� V �� �� / E L 4,520 SF /
\ \ /363.;33 Rivan nave l-1-9 \ S �
\\ O w cN w w WM F FFE 356.50
PER
\ r � � 1" TYPE K COPPER
\ \ V X. 4" PVC / � O N � VDOT STD W � � /
\ \ / SAi� LATERAL , q A� 2p Q OR 355.50 WATER SERVICE,
\ LOT J-4 CG-6 TYP
5,582 SF / 'q DOG PARK TYP. /
\ - FE 361.33 / ON-Sl ftEET PARKING IV i INAGE
REQUIRED FOR PARK_jj
�� Ye /
,Q
(#P) (9) \ SAN LTERAL / S W (/� �I �w 2 SD TYP
\ \ /
LOT �5 e</� C ex0 <
/ 35s 34
FFE 360. F / WATER 1 "TYPE SEROV CE, TYP. $�q PPER 25ti1A/yi 355.50V /
„
\ 5/8"\WATER \ C�
\ \ � / 35 .50
\ \ \ \ \ \ \ \ \ \ FO E/ST/OPEN \ \ / �360.67 / \ LOT METER
(WM) TY / EX. 4" PVC / /� (Ay�S \ VDOT S w�--
¢ :o- CG-6, TYP
\ \ \ SPACE EASEMENT - _ �\ 4,520 SF SAN. LATE"359.33 L J) M
\ \ } \ FFE 358.E
\ \ A V 1 LOT J-T �
V A \ \ \ 358.00 5,198 S /
FFE 357.341 355.50 \ \ \ / 0
35(�.67 LOT J-8 / /
1
FIFE 3 SF 355.50
/ \ \ SPEE
\ \ FFE 56.50 \ - LIMIT�IG
\ \ \ 3 \ \ \ C3 / \ /LOT J-9 \ EX. 4" PVC \ B62
\ 1 \ \ \ \ 355.50
35 . \ \ 4 520 SF \ SAN. LATERAL
ADD 4" SAN.
\ TMP 79-258 \ 1 / FFE 356.50 \ LATERAL OR USE /S i A / X. 4" PVC
\ EX. IF PRESENT - /
\ ROBERT LIVENGOOD \ \ /1 I \ T / 1 LOT J-10 / SAN. LATERAL \ / \
\ RESIDENTIAL \ 355.83 ACSA S MH SD
\ ` �� \ \ 3 FFE
35 SF / Rivan�Vil-1-8 A A SS M,H B81
\ \ \ \ \ \ i I 1 \ \ \ 355.83 / / FFE 356.50nnaVil-1-7
\ \ DB. 575, P, 609 \ 1
v
LOT J-1 /
\j 355183 / FFE355 / EXP DE D M/ VDOT_� \
\ \ A \ �D R. STD. HR-1
°�
355.83
54.7 A / STCON
ERT W
L CRET DO- E�BOR /
HEMI
V A 3% \ \ i I A \ (4 SP 5.I611 0 0 r O
\ \ \ \ \ \ \ I I \ \ \ 1 4a7..000 OOOc
Q9o000 0 0
\ \ v V A \ VvCc A0000000 000
000Oo-a0000(Do
NOTE: I A� y) O V A A �� O O O
/ V p000C 000°° Cc)
/AMENITY
pO000 SPACE
OOc�
\ \ / REFERENCE APqROVED 2018-00017 FOR V1
SEDIMENT CONTROL PLAN, 3TORMWATER MANAGEIMNNT PLAN 1 \ O O ° °0 O 0 0 0 ° ° ° AA1
/ / \ i \ OO 00000
� \ \ \ \ \ 1 I I AND STREAM BYFFER MITIGATION PLAN. / I I °O O 00 O 0 0 a00 °J /
00
/ / I WETLAND \ o � O /\
° ° � / \
\ \ \ / I 0
°°° °° I
°°000000 � / /\
Off° 000 °00%
\ \ \ \ \ \\ \ \ \ \ I I I I I I 0000000000° O'DRAINAQI� \
TMf 79-25C I I I I o 0 0 0 � ° /
00000 ° EASEME T TYP.
000000000 (PRIVAT )
A A \ \ \ DANIS WILLIAMS I I I 00 0 0 0000
/ s /BMP
RESIDENTIAL O
\ /
\ \ \ \ \ I 1 \ \ \ DB. 42Q7, P. 348 I I v \ I O CDO O O ° O / / SPACE/EASEMENT /
\ \ \ \ \ I 1 b 00p00000/ /
000p00
0000000
do\oo\o
0o//
i
00 o / / / / / / / / TMI 79-26
DOJaIALD RIGGIN
/RESIDENTIAL
DB. 1031, P. 209
/0 10' 20' 100 200'
Alan Franklin PE, LLC
Civil and Site Plan Engineering
427 Cranberry Lane Crozet, VA 22932
434-531-5544
alan@alanfranklinpe.com
\�I H OF 1//�G
VO / -7
Alan G. Franklin
70 Lic. No. 35326 W
0 2;
FSIS/.ONAL �
06
2 w
V (D Q 7
LL z Q
U) Q (� J
oJ� �
J >
N Z
W � �
< Q U 0ZS
2 z LLJ (r�
a_ J V
z CIZ
O
LL Q LLJ
Z m (D
J
J
a
Q
ISSUED: 02-20-20
SCALE: 1" = 20'
REVISIONS:
10/27/20 - VDOT R.O.W. ADJUSTMENT
07/27/20 - VDOT R.O.W. ADJUSTMENT
05/01/20 - VDOT/CO COMMENTS
04/17/20 - VDOT COMMENTS
02/20/20 - VDOT/CO COMMENTS
09/02/21 - BRIDGE/WALL COMMENTS
SHEET
OF 75